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HomeMy WebLinkAbout4223-115 STREET IMPROVEMENT CONSTRUCTION NOTES -.IIr Y OF FONOrAhllk (DCONSTRUCT 8" CONCRETE CURB PER CIN OF FONTANA STANDARD � PLAN N0. 1000. '1 UNDERGROUND ALERT AVE S. HIGHLAND AVE CONSTRUCT 15" EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) PER PLAN AND PROFILE. w Q Q j (800) 227-2600 <ER U) Z w Q O M ¢ o _ � w i� w¢ v Of w REFERENCED UTILIZES THE NORTH -AMERICAN VERTICAL DATUM OF 1929. Q U < C.) CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 2 ON SHEET 4 OF SEWER STREET NAME NO. OF LIGHTS LUMEN BASELINE AVE FOOTHILL BLVD 10 S_ 7F0RM DRA, IN CONSTRUCTION, NOTES O1 CONSTRUCT 90(W) X 81(H) DOUBLE RCB OR 16'(W) X 8'(H) PRECAST RCB PER PLAN AND PROFILE. � O2 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CIN OF FONTANA STANDARD PLAN N0. 1000. O3 CONSTRUCT 7" AC OVER 12" 95% COMPACTED NATIVE SUBGRADE WALNUT ST. WALNUT VILLAGE PKW 101 t4 IP, Al t4O4 CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER CIN OF' FONTANA STANDARD PLAN N0. 1003. PROJECT LOC T10N FOR O5 CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER CIN OF FONTANA STANDARD PLAN N0. 1004. 'IoNTGoMERY BASELINE AVE FROM CITRUS AVE TO SIERRA AVE o CONSTRUCT 60' BUS BAY 8" PCC OVER 6" CAB OVER 12" MIN i armor rn►�oerTrn tiemvc N IRCIDAIIC oma rrry n�- cntiTenie VICINITYMAP NOT TO SCALE 0 STANDARD PLAN NO. 1005. REMOVE EXISTING CURB AND GUTTER. STREET SEWER ST..ORM DRAIN ' CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA STANDARD PLAN 1006, AND AS SHOWN ON PLANS. TRAFFIC SlnNAL IP RIIJFCT g0 REMOVE AND REPLACE EXISTING AC PAVEMENT PER DETAIL A ON 5 SHEET 7. Q TRAFFIC SIGNAL CONSTRUCTION NOTES 10 REMOVE AND REPLACE EXISTING AC PAVEMENT WITH 12" AC FULL PROJECT o DEPTH SEC11ON PER DETAIL B ON SHEET 7. RlCONSTRUCT NEW FOUNDATION FOR CITY FURNISHED TYPE "R" NOE PROJECT UTILITY CONTACTS 2 CABINET PER CITY STD. PLAN 4001. INSTALL NEW CABINET. 11 O REMOVE EXISTING AC DIKE. CITY OF FONTANA R2 RELOCATED TYPE III -BF SERVICE CABINET COMPLETE TO NEW - (909) 350-6651 12 REMOVE EXISTING AC PAVEMENT. LOCATION SHOWN ON THE PLAN, PER CITY AND EDISON COMPANY FRED RICHTER REQUIREMENTS (SEE SPECIAL PROVISIONS). Tr7lu 7 13 CONSTRUCT AC DIKE (HEIGHT AS SHOWN ON PLANS) PER CITY OF FONTANA WATER COMPANY z 3 FURNISH AND INSTALL " PVC CONDUIT WITH PULLROPE PER - (909) 822-2201 FONTANA STD. 1007. 3 � Q O CONSTRUCT CURB OPENING CATCH BASIN PER STRIPING CONSTRUCTION NOTES EDISON COMPANY REQUIREMENTS. AL KROHN 14 REMOVE EXISTING PCC SIDEWALK. APWA STD PLAN 300-2 WITH MINIMUM cz , REINFORCEMENT OF #4 @ 12" EACH WAY ON ALL�1 OMNITRANS a. APPLY 4" WHITE LINE PER DETAIL 14A CALTRANS STD REMOVE EXISTING PEDESTRIAN MODULES AND INSTALL NEW (909) 379_7252 CONSTRUCT STANDARD DRIVEWAY PER CITY OF FONTANA STD. 4 SIDES, UNLESS OTHERWISE NOTED.. (W, V, & H PLAN A20A.PLAN NO. 1002. PER PLAN) COUNT DOWN" MODULES PER SPECIAL PROVISIONS. � .�� ROHAN KUNUPPU o 2 APPLY 50 LF 4" SOLID WHITE LANE LINE. 0 REMOVE AND SALVAGE EXISTING TYPE "P" CABINET TO CITY AT&T " 16 CONSTRUCT STANDARD DRIVEWAY PER CITY OF FONTANA _ STD. PLAN NO. 1001. �3 CONSTRUCT 18 RCP, 2250 D PER PLAN AND AND REMOVE FOUNDATION. � {714} 666-5409 Q PROFILE.�� 3 APPLY 8 WHITE LINE PER DETAIL 37B, CALTRANS STD. � KERRI KENNEY p O '- 17 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN (� 4 CONSTRUCT JUNCTION STRUCTURE PER PLAN PLAN A20C, WITH TYPE C MARKERS. NOTICE TO CONTRACTOR a 3003. SOUTHERN CALIFORNIA EDISON CO. � AND APWA STD PLAN 333-1. O APPLY 8" WHITE LANE LINE PER DETAIL 38, CALTRANS THE EXISTENCE AND APPROXIMATE LOCATION OF CHRIS LORIMER 909 357-6221 18 " G• STD. PLAN A20D, WITH TYPE C MARKERS. ANY UNDERGROUND UTILITIES OR STRUCTURES F 0 �5 CONSTRUCT TRANSITION STRUCTURE PER APWA SHOWN ON THESE PLANS ARE OBTAINED BY A STANDARD PLAN 344-1. APPLY LDA CALTRANS SEARCH OF AVAILABLE RECORDS. TO THE BEST SOUTHERN CALIFORNIA GAS CO. 0 19 REMOVE AND RECONSTRUCT EXISTING MASONRY BLOCK WALL PER 8" WHITE LINE PER 38 O RANS r - (909) 335-7871 '1 APWA STD. PLAN 601-2 TYPE 1 DOUBLE REINFORCEMENT DETAILS. STD. PLAN A20D. OF OUR KNOWLEDGE THERE ARE NO EXISTINGLu 6 PROTECT IN PLACE. ��� BRUCE YONKERS l UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON z REMOVE -AND REINSTALL EXISTING WROUGHT IRON FENCE GATE AND 6 APPLY 12" WHITE CROSSWALK OR LIMIT LINE. THESE PLANS. THE ENGINEER ASSUMES NO CHARTER COMMUNICATIONS TV 00 20 7 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND HARDWARE. O O LIABILITY AS TO THE EXACT LOCATION OF SAID _ - APWA STD. PLAN 323-1. (909) 343 5161 E-- APPLY 4" DOUBLE YELLOW LINE PER DETAIL 22, CALTRANS SUBSTRUCTURES NOR FOR UTILITIES OR IRRIGATION _ XOCHITL ORTEGA 21 CONSTRUCT 1.5' WIDE FINISHED PAVING STRIP PER DETAIL ON OCONSTRUCT RCB WINDOW PER PLAN PROFILE, STD. PLAN A20A. SUBSTRUCTURES WHOSE LOCATION ARE NOT Q 8 I SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE SHEET 40. AND APWA STD DTL 382-1. APPLY 4" DOUBLE (TWO WAY LEFT TURN LANE) YELLOW FOR NOTIFYING ALL UTILITY AND IRRIGATION TIME WARNER TELECOM, INC. � g-- O COMPANIES PRIOR TO WORK ON EXCAVATION TO a ► (909) 456-4620 z 9 NOT USED LINE PER DETAIL 32, CALTRANS STD. PLAN A20B. DAVID MILLER 22 CONSTRUCT 5" AC PAVEMENT OVER 12" 95� COMPACTED DETERMINE EXACT LOCATION OF ALL 9 SUBGRADE. (3 10 CONSTRUCT 24" RCP, 2250 D PER PLAN AND O9 APPLY 12" YELLOW CROSSWALK. SUBSTRUCTURES AFFECTING THIS WORK, WHETHER ADELPHIA CABLE TV 'J OR OR NOT SHOWN HEREON, AND FOR ANY DAMAGE 23 CONSTRUCT 4.5" PCC OVER 12" 95% COMPACTED SUBGRADE. PROFILE. - (909 975-3408 �. 10 INSTALL TRAFFIC SIGN AS SHOWN. OR PROTECTION TO THESE SUBSTRUCTURES. DANIEL MONTECINO t -•/J1 F. - d F 11 CONSTRUCT 42" RCP, 1500 D PER PLAN AND PROFILE. APPLY WHITE PAVEMENT MARKINGS AS SHOWN ON PLAN, BASIS OF BEARINGS SAN GABRIEL VALLEY WATER ... . 11 PER CALTRANS STD. PLAN A24C AND A24D. - (626) 448-6183 '� M ' ' t.'~ _ : r J .• d •` ,'� , �`, •� w LUIS MONTENEGRO EXT. 252 A MEDIAN TAPER PER APWA STD. PLAN 140-2. 12 CONSTRUCT 8' (W) X 8' (H) DOUBLE RCB OR 12 APPLY YELLOW PAVEMENT MARKINGS AS SHOWN ON PLAN, THE BEARING SHOWN HEREON ARE BASED ON THE HORIZONTAL CONTROL NETWORK L 149(W) X 8'(H) PRECAST RCB PER PLAN AND ESTABLISHED BY THE SAN BERNARDINO COUNTY SURVEYOR/FIELD DIVISION. THE CONTROL CITY OF RIALTO WATER DEPT. SEWER CONSTRUCTION NOTES PROFILE. PER CALTRANS STD. PLAN A24D. POINTS USED FOR THE BASIS OF THIS SURVEY ARE GPS CONTROL POINT NO.'S 20352, - (909) 421-7244 � 21187, 21233, AND 21294. THE HORIZONTAL VALUES FOR THESE POINTS UTILIZE THE 1983 PETER FOX �'J CONSTRUCT 48" SEWER MANHOLE PER PLAN, PROFILE AND CITY OF FONTANA 13 13 CONSTRUCT 60" RCP, 1500 D PER PLAN AND APPLY TYPE IV (L) OR (R) AND TYPE VI PAVEMENT ARROW CALIFORNIA COORDINATE SYSTEM ZONE V WITH AN ADJUSTED EPOCH DATE OF 1992.88. ,STD. PLAN 2001. PROFILE. AS INDICATED, CALTRANS STD. PLAN A24A. MATCH CITY THE GRID BEARING BETWEEN THESE TWO MONUMENTS IS NORTH 89046925" WEST. CITY OF RIALTO STENCIL SIZE. " - (909) 421-4986 1 A CONSTRUCT 60" SEWER MANHOLE PER � PLAN, PROFILE AND CITY OF FONTANA 14 CONSTRUCT 66 RCP, 1500 D PER PLAN AND 14 INSTALL RAISED PAVEMENT MARKERS PER DETAIL 40, NADEEM SYED % STD. PLAN 2001, MODIFY. PROFILE. CALTRANS STD. PLAN A20D. 15 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND 15 APPLY 4" DOUBLE YELLOW LINE PER DETAIL 29, CALTRANS APWA STD PLAN 320-1. STD. PLAN A20B. 16 CONSTRUCT JUNCTION STRUCTURE PER PLAN 16 APPLY WHITE BIKE LANE AND ARROW, PAVEMENT MARKINGS AND APWA STD PLAN 331-2 O AS SHOWN ON PLAN, PER CALTRANS STD. PLAN. A24A AND 17 CONSTRUCT 99(W) X 89(H) RCB PER PLAN, A24E. PROFILE, AND DETAIL ON SHEET 11. 17 APPLY 4" WHITE LINE PER DETAIL 9, CALTRANS STD. PLAN 18 PLUG WITH 8" OF BRICK -AND MORTAR. A20A. 918 APPLY 4" WHITE LINE PER DETAIL 27B, CALTRANS STD. CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE, AND APWA STD PLAN 334-1. PLAN A20B. @0 CONSTRUCT TRANSITION STRUCTURE PER PLAN, 19 RELOCATE EXISTING SIGN AND/OR POST AS NOTED. AND APWA STD PLAN 342-1. REMOVE EXISTING SIGN AND/OR POST AS NOTED. 21 CONSTRUCT 72" RCP, 1300 D PER PLAN AND 2 PROFILE. 21 RELOCATE EXISTING SIGN AND POST AS NOTED AND © 2 CONSTRUCT JUNCTION STRUCTURE PER PLAN REPLACE WITH NEW SIGN. El 22 PROFILE, AND APWA STD PLAN 332-1. REMOVE EXISTING SIGN AS NOTED AND REPLACE WITH NEW. O 3 FURNISH AND INSTALL 36" RCP 1500 D. 23 REMOVE CONFLICTING STRIPING BY WET SANDBLASTING. 4 ©4 CONCRETE COLLAR PER APWA STD. 380-3. Q APPLY 6" WHITE LINE PER DETAIL 39, CALTRANS STD. PLAN A20D. 5 PIPE SUPPORT ACROSS TRENCH PER APWA STD. " a 224-1. 25 APPLY 6 WHITE LINE PER DETAIL 39A, CALTRANS STD. PLAN A20D. 6] 6 26 CONSTRUCT TRANSITION STRUCTURE PER APWA 3? CON.r,UPlIe 5+1 AF, r P i�6o D �' 6111 PL//A O STD. PLAN 343-1. CONSTRUCT TRANSITION STRUCTURE PER APWA AND PROrIZ E [7] STD. PLAN 341-1. - CONSTRUCT 14'(W) X 8l(H) PRECAST RCB PER PLAN AND PROFILE. 0 O 29 CONSTRUCT 16'(W) X 8'(H) PRECAST RCB PER EM F o � �. � PLAN AND PROFILE. M 30 CONSTRUCT JONCTION STRUCTURE PER PLAN DIAL TWO WORKING Oru BEFORE DAYS BEFORE AND APWA STD PLAN 335-1.R YOU DIG r to YOU - D I G 31 CONSTRUCT 18'(W) X 7'(H) PRECAST RCB PER �_` b, TOLL FREE 1-800-227-2600 UBLIC SERVICE BY UNDERGROUND SERVICE ALERT PLAN AND PROFILE. 938 BENCHMARK UNDERGROUND ALERT AVE �2 CONSTRUCT 15" EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) PER PLAN AND PROFILE. w Q Q j (800) 227-2600 w U) Z w W Q O U O U CL z Z � � w i� z Q m VICINITYMAP NOT TO SCALE 0 STANDARD PLAN NO. 1005. REMOVE EXISTING CURB AND GUTTER. STREET SEWER ST..ORM DRAIN ' CONSTRUCT 6' CONCRETE SIDEWALK PER CITY OF FONTANA STANDARD PLAN 1006, AND AS SHOWN ON PLANS. TRAFFIC SlnNAL IP RIIJFCT g0 REMOVE AND REPLACE EXISTING AC PAVEMENT PER DETAIL A ON 5 SHEET 7. Q TRAFFIC SIGNAL CONSTRUCTION NOTES 10 REMOVE AND REPLACE EXISTING AC PAVEMENT WITH 12" AC FULL PROJECT o DEPTH SEC11ON PER DETAIL B ON SHEET 7. RlCONSTRUCT NEW FOUNDATION FOR CITY FURNISHED TYPE "R" NOE PROJECT UTILITY CONTACTS 2 CABINET PER CITY STD. PLAN 4001. INSTALL NEW CABINET. 11 O REMOVE EXISTING AC DIKE. CITY OF FONTANA R2 RELOCATED TYPE III -BF SERVICE CABINET COMPLETE TO NEW - (909) 350-6651 12 REMOVE EXISTING AC PAVEMENT. LOCATION SHOWN ON THE PLAN, PER CITY AND EDISON COMPANY FRED RICHTER REQUIREMENTS (SEE SPECIAL PROVISIONS). Tr7lu 7 13 CONSTRUCT AC DIKE (HEIGHT AS SHOWN ON PLANS) PER CITY OF FONTANA WATER COMPANY z 3 FURNISH AND INSTALL " PVC CONDUIT WITH PULLROPE PER - (909) 822-2201 FONTANA STD. 1007. 3 � Q O CONSTRUCT CURB OPENING CATCH BASIN PER STRIPING CONSTRUCTION NOTES EDISON COMPANY REQUIREMENTS. AL KROHN 14 REMOVE EXISTING PCC SIDEWALK. APWA STD PLAN 300-2 WITH MINIMUM cz , REINFORCEMENT OF #4 @ 12" EACH WAY ON ALL�1 OMNITRANS a. APPLY 4" WHITE LINE PER DETAIL 14A CALTRANS STD REMOVE EXISTING PEDESTRIAN MODULES AND INSTALL NEW (909) 379_7252 CONSTRUCT STANDARD DRIVEWAY PER CITY OF FONTANA STD. 4 SIDES, UNLESS OTHERWISE NOTED.. (W, V, & H PLAN A20A.PLAN NO. 1002. PER PLAN) COUNT DOWN" MODULES PER SPECIAL PROVISIONS. � .�� ROHAN KUNUPPU o 2 APPLY 50 LF 4" SOLID WHITE LANE LINE. 0 REMOVE AND SALVAGE EXISTING TYPE "P" CABINET TO CITY AT&T " 16 CONSTRUCT STANDARD DRIVEWAY PER CITY OF FONTANA _ STD. PLAN NO. 1001. �3 CONSTRUCT 18 RCP, 2250 D PER PLAN AND AND REMOVE FOUNDATION. � {714} 666-5409 Q PROFILE.�� 3 APPLY 8 WHITE LINE PER DETAIL 37B, CALTRANS STD. � KERRI KENNEY p O '- 17 CONSTRUCT LOCAL DEPRESSION PER CITY OF FONTANA STD. PLAN (� 4 CONSTRUCT JUNCTION STRUCTURE PER PLAN PLAN A20C, WITH TYPE C MARKERS. NOTICE TO CONTRACTOR a 3003. SOUTHERN CALIFORNIA EDISON CO. � AND APWA STD PLAN 333-1. O APPLY 8" WHITE LANE LINE PER DETAIL 38, CALTRANS THE EXISTENCE AND APPROXIMATE LOCATION OF CHRIS LORIMER 909 357-6221 18 " G• STD. PLAN A20D, WITH TYPE C MARKERS. ANY UNDERGROUND UTILITIES OR STRUCTURES F 0 �5 CONSTRUCT TRANSITION STRUCTURE PER APWA SHOWN ON THESE PLANS ARE OBTAINED BY A STANDARD PLAN 344-1. APPLY LDA CALTRANS SEARCH OF AVAILABLE RECORDS. TO THE BEST SOUTHERN CALIFORNIA GAS CO. 0 19 REMOVE AND RECONSTRUCT EXISTING MASONRY BLOCK WALL PER 8" WHITE LINE PER 38 O RANS r - (909) 335-7871 '1 APWA STD. PLAN 601-2 TYPE 1 DOUBLE REINFORCEMENT DETAILS. STD. PLAN A20D. OF OUR KNOWLEDGE THERE ARE NO EXISTINGLu 6 PROTECT IN PLACE. ��� BRUCE YONKERS l UTILITIES OR STRUCTURES EXCEPT AS SHOWN ON z REMOVE -AND REINSTALL EXISTING WROUGHT IRON FENCE GATE AND 6 APPLY 12" WHITE CROSSWALK OR LIMIT LINE. THESE PLANS. THE ENGINEER ASSUMES NO CHARTER COMMUNICATIONS TV 00 20 7 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND HARDWARE. O O LIABILITY AS TO THE EXACT LOCATION OF SAID _ - APWA STD. PLAN 323-1. (909) 343 5161 E-- APPLY 4" DOUBLE YELLOW LINE PER DETAIL 22, CALTRANS SUBSTRUCTURES NOR FOR UTILITIES OR IRRIGATION _ XOCHITL ORTEGA 21 CONSTRUCT 1.5' WIDE FINISHED PAVING STRIP PER DETAIL ON OCONSTRUCT RCB WINDOW PER PLAN PROFILE, STD. PLAN A20A. SUBSTRUCTURES WHOSE LOCATION ARE NOT Q 8 I SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE SHEET 40. AND APWA STD DTL 382-1. APPLY 4" DOUBLE (TWO WAY LEFT TURN LANE) YELLOW FOR NOTIFYING ALL UTILITY AND IRRIGATION TIME WARNER TELECOM, INC. � g-- O COMPANIES PRIOR TO WORK ON EXCAVATION TO a ► (909) 456-4620 z 9 NOT USED LINE PER DETAIL 32, CALTRANS STD. PLAN A20B. DAVID MILLER 22 CONSTRUCT 5" AC PAVEMENT OVER 12" 95� COMPACTED DETERMINE EXACT LOCATION OF ALL 9 SUBGRADE. (3 10 CONSTRUCT 24" RCP, 2250 D PER PLAN AND O9 APPLY 12" YELLOW CROSSWALK. SUBSTRUCTURES AFFECTING THIS WORK, WHETHER ADELPHIA CABLE TV 'J OR OR NOT SHOWN HEREON, AND FOR ANY DAMAGE 23 CONSTRUCT 4.5" PCC OVER 12" 95% COMPACTED SUBGRADE. PROFILE. - (909 975-3408 �. 10 INSTALL TRAFFIC SIGN AS SHOWN. OR PROTECTION TO THESE SUBSTRUCTURES. DANIEL MONTECINO t -•/J1 F. - d F 11 CONSTRUCT 42" RCP, 1500 D PER PLAN AND PROFILE. APPLY WHITE PAVEMENT MARKINGS AS SHOWN ON PLAN, BASIS OF BEARINGS SAN GABRIEL VALLEY WATER ... . 11 PER CALTRANS STD. PLAN A24C AND A24D. - (626) 448-6183 '� M ' ' t.'~ _ : r J .• d •` ,'� , �`, •� w LUIS MONTENEGRO EXT. 252 A MEDIAN TAPER PER APWA STD. PLAN 140-2. 12 CONSTRUCT 8' (W) X 8' (H) DOUBLE RCB OR 12 APPLY YELLOW PAVEMENT MARKINGS AS SHOWN ON PLAN, THE BEARING SHOWN HEREON ARE BASED ON THE HORIZONTAL CONTROL NETWORK L 149(W) X 8'(H) PRECAST RCB PER PLAN AND ESTABLISHED BY THE SAN BERNARDINO COUNTY SURVEYOR/FIELD DIVISION. THE CONTROL CITY OF RIALTO WATER DEPT. SEWER CONSTRUCTION NOTES PROFILE. PER CALTRANS STD. PLAN A24D. POINTS USED FOR THE BASIS OF THIS SURVEY ARE GPS CONTROL POINT NO.'S 20352, - (909) 421-7244 � 21187, 21233, AND 21294. THE HORIZONTAL VALUES FOR THESE POINTS UTILIZE THE 1983 PETER FOX �'J CONSTRUCT 48" SEWER MANHOLE PER PLAN, PROFILE AND CITY OF FONTANA 13 13 CONSTRUCT 60" RCP, 1500 D PER PLAN AND APPLY TYPE IV (L) OR (R) AND TYPE VI PAVEMENT ARROW CALIFORNIA COORDINATE SYSTEM ZONE V WITH AN ADJUSTED EPOCH DATE OF 1992.88. ,STD. PLAN 2001. PROFILE. AS INDICATED, CALTRANS STD. PLAN A24A. MATCH CITY THE GRID BEARING BETWEEN THESE TWO MONUMENTS IS NORTH 89046925" WEST. CITY OF RIALTO STENCIL SIZE. " - (909) 421-4986 1 A CONSTRUCT 60" SEWER MANHOLE PER � PLAN, PROFILE AND CITY OF FONTANA 14 CONSTRUCT 66 RCP, 1500 D PER PLAN AND 14 INSTALL RAISED PAVEMENT MARKERS PER DETAIL 40, NADEEM SYED % STD. PLAN 2001, MODIFY. PROFILE. CALTRANS STD. PLAN A20D. 15 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND 15 APPLY 4" DOUBLE YELLOW LINE PER DETAIL 29, CALTRANS APWA STD PLAN 320-1. STD. PLAN A20B. 16 CONSTRUCT JUNCTION STRUCTURE PER PLAN 16 APPLY WHITE BIKE LANE AND ARROW, PAVEMENT MARKINGS AND APWA STD PLAN 331-2 O AS SHOWN ON PLAN, PER CALTRANS STD. PLAN. A24A AND 17 CONSTRUCT 99(W) X 89(H) RCB PER PLAN, A24E. PROFILE, AND DETAIL ON SHEET 11. 17 APPLY 4" WHITE LINE PER DETAIL 9, CALTRANS STD. PLAN 18 PLUG WITH 8" OF BRICK -AND MORTAR. A20A. 918 APPLY 4" WHITE LINE PER DETAIL 27B, CALTRANS STD. CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE, AND APWA STD PLAN 334-1. PLAN A20B. @0 CONSTRUCT TRANSITION STRUCTURE PER PLAN, 19 RELOCATE EXISTING SIGN AND/OR POST AS NOTED. AND APWA STD PLAN 342-1. REMOVE EXISTING SIGN AND/OR POST AS NOTED. 21 CONSTRUCT 72" RCP, 1300 D PER PLAN AND 2 PROFILE. 21 RELOCATE EXISTING SIGN AND POST AS NOTED AND © 2 CONSTRUCT JUNCTION STRUCTURE PER PLAN REPLACE WITH NEW SIGN. El 22 PROFILE, AND APWA STD PLAN 332-1. REMOVE EXISTING SIGN AS NOTED AND REPLACE WITH NEW. O 3 FURNISH AND INSTALL 36" RCP 1500 D. 23 REMOVE CONFLICTING STRIPING BY WET SANDBLASTING. 4 ©4 CONCRETE COLLAR PER APWA STD. 380-3. Q APPLY 6" WHITE LINE PER DETAIL 39, CALTRANS STD. PLAN A20D. 5 PIPE SUPPORT ACROSS TRENCH PER APWA STD. " a 224-1. 25 APPLY 6 WHITE LINE PER DETAIL 39A, CALTRANS STD. PLAN A20D. 6] 6 26 CONSTRUCT TRANSITION STRUCTURE PER APWA 3? CON.r,UPlIe 5+1 AF, r P i�6o D �' 6111 PL//A O STD. PLAN 343-1. CONSTRUCT TRANSITION STRUCTURE PER APWA AND PROrIZ E [7] STD. PLAN 341-1. - CONSTRUCT 14'(W) X 8l(H) PRECAST RCB PER PLAN AND PROFILE. 0 O 29 CONSTRUCT 16'(W) X 8'(H) PRECAST RCB PER EM F o � �. � PLAN AND PROFILE. M 30 CONSTRUCT JONCTION STRUCTURE PER PLAN DIAL TWO WORKING Oru BEFORE DAYS BEFORE AND APWA STD PLAN 335-1.R YOU DIG r to YOU - D I G 31 CONSTRUCT 18'(W) X 7'(H) PRECAST RCB PER �_` b, TOLL FREE 1-800-227-2600 UBLIC SERVICE BY UNDERGROUND SERVICE ALERT PLAN AND PROFILE. 938 BENCHMARK UNDERGROUND ALERT �2 CONSTRUCT 15" EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) PER PLAN AND PROFILE. - (800) 227-2600 THE ELEVATIONS SHOWN HEREON ARE BASED ON THE COUNTY OF SAN BERNARDINO O3 CONSTRUCT 18" EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) PER PLAN AND PROFILE. SURVEYOR GPS CONTROL MONUMENT NO. 20352. THE VERTICAL DATUM AS REFERENCED UTILIZES THE NORTH -AMERICAN VERTICAL DATUM OF 1929. O4 CONSTRUCT CONCRETE ENCASEMENT PER DETAIL 2 ON SHEET 4 OF SEWER STREET NAME NO. OF LIGHTS LUMEN IMPROVEMENT PLANS. GPS CONTROL PT. 20352 ELEV: 1408.68 FEET o BASELINE AVENUE 30 22,000 CONSTRUCT 12" EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) PER PLAN AND PROFILE. 0 COMMUNICATION CONDUIT CONSTRUCTION NOTES NOTES CONSTRUCT 8" EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) PER PLAN AND PROFILE. m FURNISH AND INSTALL SIX (6) 136 HIGH DENSITY POLYETHYLENE (HDPE) CONDUITS BY 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBELITE OR 7 CONSTRUCT 48" SEWER DROP MANHOLE PER PLAN, PROFILE AND CITY OF FONTANA STD DIRECTIONAL DRILL UNDER PAVEMENT OR SIDEWALK, OR BY TRENCH IN SOIL. SEE SHEET 5 OF 59 . APPROVED EQUAL. PLAN 2002.UAL Q DETAIL A, UNLESS OTHERWISE SPECIFIED. THE CONDUITS SHALL BE COLOR CODED ORANGE, 2� THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF LENS " SEAL END WITH 6 OF BRICK AND MORTAR. SEE DETAIL 3 ON SHEET 4 OF SEWER, YELLOW, RED, BLACK, BLUE AND GREEN. FURNISH AND INSTALL A 3/8" NYLON PULLROPE IN ALL ON A 6 FT OF 8 FT MAST ARM. 15 FT MAST ARM REQUIRED O IMPROVEMENT PLANS. UNUSED HDPE CONDUITS. FOR STREET LIGHTS ON TRAFFIC SIGNAL POLE INSTALLATIONS. Ug MODIFY EXISTING MANHOLE BASE PER CITY OF FONTANA STD. PLAN NO. 2003, AND o FURNISH AND INSTALL SPLICE VAULT (P48) COMPLETE. SEE SHEET 4 OF 5. 3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE MANHOLE DETAIL HEREON. APPROVED PLANS IS SUBJECT TO APPROVAL BY. THE CITY N FURNISH AND INSTALL CONDUIT TO A MINIMUM DEPTH OF 30 -INCHES PER DETAIL ON SHEET 5 OF 5. ENGINEER. 1 p CONSTRUCT HOUSE CONNECTION SEWER PER CITY OF FONTANA STD. PLAN NO. 2005, FURNISH AND. INSTALL ONE (1) 96 -STRAND SMFO CABLE IN THE ORANGE HDPE CONDUIT. WHERE (TYPE AS SHOWN ON PLAN) CABLE PASSES THROUGH SPLICE VAULT, COIL 25 FEET OF 96-SMFO CABLE IN EACH VAULT. 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FT UNOBSTRUCTED SIDEWALK 11 " CONSTRUCT 4 LF OF 8 EXTRA STRENGTH VCP STUB -OUT WITH PVC END CAP. o FURNISH AND INSTALL 3" HIGH DENSITY POLYETHYLENE (HDPE) CONDUIT AND ONE (1) 12-SMFO CLEARANCE REQUIRED BEHIND STREET LIGHT POLE ®��� - 12 CONSTRUCT 36" STEEL CASING 9/16" THICK MINIMUM. _o ~ CABLE AT A MINIMUM DEPTH OF 30-INCHES.r: s N 5. STREET LIGHT SPACING, PREFERED LOCATION, MAST ARM LEN � `� . ���:��`,°�L'o ; 13 CONSTRUCT SEWER LATERAL HOUSE CLEANOUT PER CITY OF FONTANA STD PLAN 2005. � FURNISH AND INSTALL SMFO CABLE IN EXISTING CONDUIT, SIZE AS NOTED. LUMINAIRE AND LUMINAIRE MOUNTING HEIGHT SHALL BE IN ACCORDANCE WITH CITY OF FONTANA STREET LIGHT STD. �,, �s ! ; . 0' PLAN No. 1016. •�� .�� o �: 11 14 O U CITY 0 ONTA STD PLN 20 4. CONSTRUCT SEWER TERMINAL CLEANO T PER F F NA A 0. FURNISH AND INSTALL SMFO EXTERNAL MODEM AND AUXILIARY EQUIPMENT AS REQUIRED TO PROVIDE �r a co w FOR REMOTE COMMUNICATIONS TO THE CITY OF FONTANA'S TRAFFIC MANAGEMENT CENTER. 6. UNDERGROUND STRUCTURES STREET LIGHT CONDUIT AND C1� - '= ��-��tEi�"c1���4*� . " CONSTRUCT 6 HOUSE CONNECTION SEWER PER CITY OF FONTANA STD. PLAN N0. 2005, w _ RISER BEND INSTALLATION IN ACCORDANCE WITH SOUTHERN_ ?A ^� MODIFY. (TYPE AS SHOWN ON PLAN) FURNISH AND INSTALL NEMA 3R CABINET TO SIDE OF CONTROLLER CABINET. SEE SHEET 5 OF 5. CALIFORNIA EDISON STANDARD. REV. REVISION DESCRIPTION ,A I AS-6UiL"f/RECORD DRAWING AA 00 S. O CoNsT NojE 32 DATE I ENGR. I CITY I DATE =a: _ 2���'��� 2 a- 1P11$T1II SEE SHEET 2 FOR INDEX MAP AND SHEET INDEX _ 16 CONSTRUCT 60" SEWER DROP MANHOLE PER PLAN, PROFILE AND CITY OF FONTANA STD PLAN 2002 MODIFY. w Prepared Under The Supervision Of : CITY OF FONTANACALIFORNIA = SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NDT QRpFESS/ pN COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL q% X BASELINE AVENUE IMPROVEMENTS SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER `'' No. 37 DRAWN BY: SCALE: z J M.L. TITLE SHEET 1 '� - 4 THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: / DATE: m s/3%s 2001 East First Street Santo Ana, CA 92705 A.F. > / 05-16-07 co BRING THEM INTO CONFORMANCE WITH CONDITIONS AND _ s�q CI��t. mer TEL. (714)568-7300 FAX: (794)836-5906 CHECKED BY: APPROVED BY: ' DRAWING NO.: 1F LOF` cA�.�� �, M.R. STANDARDS IN EFFECT. f Date 4223 CITY ENGINEER R.C.E_ 51152 DATE: 41 n. .rCt r .i - Cv 0 8 7i 4. � 6 Q d a • -.1• i el