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HomeMy WebLinkAbout3663-115 1 S. HIGHLAND AVE QQ Q Q a ¢ Q Q o Lu Q a U Q 0 U CITY rll= FONTANA, .,n_.. �.... WALNUT ST WALNUT VILLAGE PKWY 0171 tJ :01 FOR BASELINE I AVE NTGOMERY 10 VICINITY MAP NOT TO scams SIGNING AND STRIPING CONSTRUCTION NOTES O1 PAINT 4" WHITE LINE PER DETAIL 12, CALTRANS STD. PLAN A20A. O2 PAINT 4" SOLID WHITE CHANNELIZING LANE LINE. O3 PAINT 8" WHITE LINE PER DETAIL 37B, CALTRANS -STD. PLAN A20C. O4 PAINT 8" WHITE LANE LINE PER DETAIL 38, CALTRANS STD. PLAN A20D. O5 PAINT 8" WHITE LANE LINE PER DETAIL 38A, CALTRANS STD. PLAN A20D. O6 PAINT 12" WHITE CROSSWALK OR LIMIT LINE. O7 PAINT 4" DOUBLE YELLOW LINE PER DETAIL 22, CALTRANS STD. PLAN A20A. O8 PAINT 4" DOUBLE (TWO WAY LEFT TURN LANE) YELLOW LINE PER DETAIL 32, CALTRANS STD. PLAN A20B. O9 PAINT 12" YELLOW CROSSWALK. 10 INSTALL SIGN AND/OR POST AS NOTED. 11 PAINT WHITE PAVEMENT MARKINGS AS SHOWN ON PLAN, PER CALTRANS STD. PLAN A24C AND A24D. 12 PAINT YELLOW PAVEMENT MARKINGS AS SHOWN ON PLAN, PER CALTRANS STD. PLAN A24D. 13 PAINT TYPE IV (L) OR (R), OR TYPE VI PAVEMENT ARROW AS INDICATED, CALTRANS STD. PLAN A24A. MATCH CITY STENCIL SIZE. 14 PAINT 12" WHITE CHEVRON AT 450, 25' SPACING. 15 PAINT 4" DOUBLE YELLOW LINE PER DETAIL 29, CALTRANS STD. PLAN A20B. 16 PAINT 4" SOLID WHITE LANE LINE PER DETAIL "A". 17 PAINT 4" WHITE LINE PER DETAIL 9, CALTRANS STD. PLAN A20A. 18 PAINT 4" WHITE LINE PER DETAIL 27B, CALTRANS STD. PLAN A20B. 19 INSTALL RAISED PAVEMENT MARKERS PER DETAIL 40, CALTRANS STD. PLAN A20D. 20 RELOCATE EXIST SIGN AND/OR POST AS NOTED. 21 REMOVE EXIST SIGN AND/OR POST AS NOTED. 22 REMOVE EXIST SIGN AS NOTED AND REPLACE WITH NEW. TRAFFIC SIGNAL CONSTRUCTION NOTES Fl� RELOCATE EXISTING TYPE III -BF SERVICE TO NEW LOCATION NEAR TRAFFIC SIGNAL CONTROLLER CABINET. w 1 0 COLD MILLQ.l' EXIST AC PAVEMENT, CRACK SEAL PER DETAIL "A" ON SHEET L'~ 17 AVE w Q j w - Q x Q a a_ 0 cn x Q :D Q o �¢ 10 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO J' i- Z FOOTHILL BLVD 0 0 0 11 10 VICINITY MAP NOT TO scams SIGNING AND STRIPING CONSTRUCTION NOTES O1 PAINT 4" WHITE LINE PER DETAIL 12, CALTRANS STD. PLAN A20A. O2 PAINT 4" SOLID WHITE CHANNELIZING LANE LINE. O3 PAINT 8" WHITE LINE PER DETAIL 37B, CALTRANS -STD. PLAN A20C. O4 PAINT 8" WHITE LANE LINE PER DETAIL 38, CALTRANS STD. PLAN A20D. O5 PAINT 8" WHITE LANE LINE PER DETAIL 38A, CALTRANS STD. PLAN A20D. O6 PAINT 12" WHITE CROSSWALK OR LIMIT LINE. O7 PAINT 4" DOUBLE YELLOW LINE PER DETAIL 22, CALTRANS STD. PLAN A20A. O8 PAINT 4" DOUBLE (TWO WAY LEFT TURN LANE) YELLOW LINE PER DETAIL 32, CALTRANS STD. PLAN A20B. O9 PAINT 12" YELLOW CROSSWALK. 10 INSTALL SIGN AND/OR POST AS NOTED. 11 PAINT WHITE PAVEMENT MARKINGS AS SHOWN ON PLAN, PER CALTRANS STD. PLAN A24C AND A24D. 12 PAINT YELLOW PAVEMENT MARKINGS AS SHOWN ON PLAN, PER CALTRANS STD. PLAN A24D. 13 PAINT TYPE IV (L) OR (R), OR TYPE VI PAVEMENT ARROW AS INDICATED, CALTRANS STD. PLAN A24A. MATCH CITY STENCIL SIZE. 14 PAINT 12" WHITE CHEVRON AT 450, 25' SPACING. 15 PAINT 4" DOUBLE YELLOW LINE PER DETAIL 29, CALTRANS STD. PLAN A20B. 16 PAINT 4" SOLID WHITE LANE LINE PER DETAIL "A". 17 PAINT 4" WHITE LINE PER DETAIL 9, CALTRANS STD. PLAN A20A. 18 PAINT 4" WHITE LINE PER DETAIL 27B, CALTRANS STD. PLAN A20B. 19 INSTALL RAISED PAVEMENT MARKERS PER DETAIL 40, CALTRANS STD. PLAN A20D. 20 RELOCATE EXIST SIGN AND/OR POST AS NOTED. 21 REMOVE EXIST SIGN AND/OR POST AS NOTED. 22 REMOVE EXIST SIGN AS NOTED AND REPLACE WITH NEW. TRAFFIC SIGNAL CONSTRUCTION NOTES Fl� RELOCATE EXISTING TYPE III -BF SERVICE TO NEW LOCATION NEAR TRAFFIC SIGNAL CONTROLLER CABINET. w 1 PROJECT LOCATION STORM DRAIN CONSTRUCTION NOTES O1 CONSTRUCT 91(W) X 8'(H) RCB PER PLAN, PROFILE, AND DETAIL ON SHEET 10. O2 CONSTRUCT CURB OPENING CATCH BASIN PER PLAN AND APWA STD PLAN 300-2. O3 FURNISH AND INSTALL 18" RCP 2250 D. O4 CONSTRUCT BULKHEAD WITH 8" BRICK AND MORTAR WITH #4 ® 16" OC E.W. O5 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE, AND APWA STANDARD PLAN 334-1, CASE 2. O6 PROTECT IN PLACE. 7O CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA STD. PLAN 323-1. O8 CONSTRUCT RCB WINDOW PER PLAN, PROFILE, AND APWA STD DTL 382-1. O9 CONSTRUCT LOCAL DEPRESSION PER PLAN AND APWA STD PLAN 313-2. 10 FURNISH AND INSTALL 24" RCP 2250 D. 11 FURNISH AND INSTALL 42" RCP 1500 D. 12 CONSTRUCT DBL 8' (W) X 8' (H) RCB PER PLAN, PROFILE, AND DETAIL ON SHEET 11. 13 FURNISH AND INSTALL 72" RCP 1000 D. 14 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE, AND APWA STANDARD PLAN 333-1. 15 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA STD PLAN 320-1. 16 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE, AND APWA STD PLAN 331-2 17 FURNISH AND INSTALL 48" RCP 1500 D. 18 FURNISH AND INSTALL 36" RCP 1500 D. 19 CONSTRUCT TRANSITION STRUCTURE PER PLAN, PROFILE, AND APWA STD PLAN 343-1. 20 . CONSTRUCT TRANSITION STRUCTURE PER PLAN, PROFILE, AND APWA STD PLAN 342-1. 21 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE, AND APWA STANDARD PLAN 332-1. 22 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA STD. PLAN 322-1. 23 FURNISH AND INSTALL CONCRETE COLLAR PER PLAN, PROFILE, AND APWA STD. PLAN 380-3. 24 JOIN EXIST 24" SD, REMOVE INTERFERING PORTION OF EXIST. 24" SD. Q REMOVE BULKHEAD AND JOIN EXIST STORM DRAIN. 26 CONSTRUCT 9'(W) X 8'(W) PRECAST RCB PER PLAN AND PROFILE. STREET IMPROVEMENT CONSTRUCTION NOTES G) CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CIN OF FONTANA STD. PLAN N0. 1003. O2 CONSTRUCT 8" CONCRETE CURB PER CIN OF FONTANA STD. PLAN N0. 1003. n rnnicmi irT cretineRn n iQa RFT IRN ertrtFcc Qeup PFR riTY op- BASELINE F v FONTANA STD. PLAN N0. 1006. O4 CONSTRUCT STANDARD DRIVEWAY PER CIN OF FONTANA STD. PLAN N0. 1005. BASELINE AVE FROM SIERRA AVE TO MANGO AVE O CONSTRUCT 8" AC BERM PER Cltt OF FONTANA STD. PLAN N0.136. SIERRA AVE FRC M BASELINE AVE TO SOUTH HIGHLAND AVE O CONSTRUCT ]" FULL -DEPTH AC OVER 12"-95R COMPACTED NATIVE o suecRaoe. STREET,SEWER,STORM DRAIN, TRAFFIC SIGNAL PROJECT SEWER CONSTRUCTION NOTES O CONSTRUCT 48" SEWER MANHOLE PER PLAN, PROFILE AND CITY OF FONTANA STD DETAIL 112. O CONSTRUCT 8" EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) PER PLAN AND PROFILE. O3 REMOVE EXIST 6" BULKHEAD. O4 CONSTRUCT HOUSE CONNECTION SEWER PER .C'I7-Y jO;�c ,CD/Ur,4,oV4 '5 rZ9. pz 19N .IV v 125 J O5 REMOVE PLUG AND CONNECT TO EXIST SEWER LATERAL (EXACT LOCATION UNKNOWN). BASIS OF BEARINGS THE BEARING SHOWN HEREON ARE BASED ON . THE HORIZONTAL CONTROL NETWORK ESTABLISHED BY THE SAN BERNARDINO COUNTY SURVEYOR/FIELD DIVISION. THE CONTROL POINTS USED FOR THE BASIS OF THIS SURVEY ARE GPS CONTROL POINT NO.'s 20352, 21187, 21233, AND 21294. THE HORIZONTAL VALUES FOR THESE POINTS UTILIZE THE 1983 CALIFORNIA COORDINATE SYSTEM ZONE V WITH AN ADJUSTED EPOCH DATE OF 1992.88. THE GRID BEARING BETWEEN THESE TWO MONUMENTS IS NORTH 89'46'25" WEST. BENCHMARK THE ELEVATIONS SHOWN HEREON ARE BASED ON THE COUNTY OF SAN BERNARDINO SURVEYOR GPS CONTROL MONUMENT NO. 20352. THE VERTICAL DATUM AS REFERENCED UTILIZES THE NORTH AMERICAN VERTICAL DATUM OF 1929. GPS CONTROL PT. 20352 ELEV: 1408.68 FEET I], 0 F21 PROJECT UTILITY CONTACTS CITY OF FONTANA (909) 350-66 BRIAN WREN FONTANA WATER COMPANY (909) 822-22 AL KROHN OMNITRANS (909) 379-72 ROHAN KUNUPPU SBC - (714) AFF -64 0 COLD MILLQ.l' EXIST AC PAVEMENT, CRACK SEAL PER DETAIL "A" ON SHEET L'~ 17 TO BE RELOCATED w O8 COLD MILL VARIABLE DEPTH PER DETAIL "B" OR "C" ON SHEET 5 AND - (909 357-6221 DETAIL "F" ON SHEET 5A (AND AS SHOWN ON PLANS), CRACK SEAL PER a_ w DETAIL "A" ON SHEET 5, AND PLACE 2 1/2" OVERLAY. ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY OF FONTANA Q Q REMOVE EXIST PAVEMENT. o �¢ 10 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO w Q Z -n :2 PROJECT LOCATION STORM DRAIN CONSTRUCTION NOTES O1 CONSTRUCT 91(W) X 8'(H) RCB PER PLAN, PROFILE, AND DETAIL ON SHEET 10. O2 CONSTRUCT CURB OPENING CATCH BASIN PER PLAN AND APWA STD PLAN 300-2. O3 FURNISH AND INSTALL 18" RCP 2250 D. O4 CONSTRUCT BULKHEAD WITH 8" BRICK AND MORTAR WITH #4 ® 16" OC E.W. O5 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE, AND APWA STANDARD PLAN 334-1, CASE 2. O6 PROTECT IN PLACE. 7O CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA STD. PLAN 323-1. O8 CONSTRUCT RCB WINDOW PER PLAN, PROFILE, AND APWA STD DTL 382-1. O9 CONSTRUCT LOCAL DEPRESSION PER PLAN AND APWA STD PLAN 313-2. 10 FURNISH AND INSTALL 24" RCP 2250 D. 11 FURNISH AND INSTALL 42" RCP 1500 D. 12 CONSTRUCT DBL 8' (W) X 8' (H) RCB PER PLAN, PROFILE, AND DETAIL ON SHEET 11. 13 FURNISH AND INSTALL 72" RCP 1000 D. 14 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE, AND APWA STANDARD PLAN 333-1. 15 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA STD PLAN 320-1. 16 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE, AND APWA STD PLAN 331-2 17 FURNISH AND INSTALL 48" RCP 1500 D. 18 FURNISH AND INSTALL 36" RCP 1500 D. 19 CONSTRUCT TRANSITION STRUCTURE PER PLAN, PROFILE, AND APWA STD PLAN 343-1. 20 . CONSTRUCT TRANSITION STRUCTURE PER PLAN, PROFILE, AND APWA STD PLAN 342-1. 21 CONSTRUCT JUNCTION STRUCTURE PER PLAN, PROFILE, AND APWA STANDARD PLAN 332-1. 22 CONSTRUCT MANHOLE PER PLAN, PROFILE, AND APWA STD. PLAN 322-1. 23 FURNISH AND INSTALL CONCRETE COLLAR PER PLAN, PROFILE, AND APWA STD. PLAN 380-3. 24 JOIN EXIST 24" SD, REMOVE INTERFERING PORTION OF EXIST. 24" SD. Q REMOVE BULKHEAD AND JOIN EXIST STORM DRAIN. 26 CONSTRUCT 9'(W) X 8'(W) PRECAST RCB PER PLAN AND PROFILE. STREET IMPROVEMENT CONSTRUCTION NOTES G) CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CIN OF FONTANA STD. PLAN N0. 1003. O2 CONSTRUCT 8" CONCRETE CURB PER CIN OF FONTANA STD. PLAN N0. 1003. n rnnicmi irT cretineRn n iQa RFT IRN ertrtFcc Qeup PFR riTY op- BASELINE F v FONTANA STD. PLAN N0. 1006. O4 CONSTRUCT STANDARD DRIVEWAY PER CIN OF FONTANA STD. PLAN N0. 1005. BASELINE AVE FROM SIERRA AVE TO MANGO AVE O CONSTRUCT 8" AC BERM PER Cltt OF FONTANA STD. PLAN N0.136. SIERRA AVE FRC M BASELINE AVE TO SOUTH HIGHLAND AVE O CONSTRUCT ]" FULL -DEPTH AC OVER 12"-95R COMPACTED NATIVE o suecRaoe. STREET,SEWER,STORM DRAIN, TRAFFIC SIGNAL PROJECT SEWER CONSTRUCTION NOTES O CONSTRUCT 48" SEWER MANHOLE PER PLAN, PROFILE AND CITY OF FONTANA STD DETAIL 112. O CONSTRUCT 8" EXTRA STRENGTH VITRIFIED CLAY PIPE (VCP) PER PLAN AND PROFILE. O3 REMOVE EXIST 6" BULKHEAD. O4 CONSTRUCT HOUSE CONNECTION SEWER PER .C'I7-Y jO;�c ,CD/Ur,4,oV4 '5 rZ9. pz 19N .IV v 125 J O5 REMOVE PLUG AND CONNECT TO EXIST SEWER LATERAL (EXACT LOCATION UNKNOWN). BASIS OF BEARINGS THE BEARING SHOWN HEREON ARE BASED ON . THE HORIZONTAL CONTROL NETWORK ESTABLISHED BY THE SAN BERNARDINO COUNTY SURVEYOR/FIELD DIVISION. THE CONTROL POINTS USED FOR THE BASIS OF THIS SURVEY ARE GPS CONTROL POINT NO.'s 20352, 21187, 21233, AND 21294. THE HORIZONTAL VALUES FOR THESE POINTS UTILIZE THE 1983 CALIFORNIA COORDINATE SYSTEM ZONE V WITH AN ADJUSTED EPOCH DATE OF 1992.88. THE GRID BEARING BETWEEN THESE TWO MONUMENTS IS NORTH 89'46'25" WEST. BENCHMARK THE ELEVATIONS SHOWN HEREON ARE BASED ON THE COUNTY OF SAN BERNARDINO SURVEYOR GPS CONTROL MONUMENT NO. 20352. THE VERTICAL DATUM AS REFERENCED UTILIZES THE NORTH AMERICAN VERTICAL DATUM OF 1929. GPS CONTROL PT. 20352 ELEV: 1408.68 FEET I], 0 F21 PROJECT UTILITY CONTACTS CITY OF FONTANA (909) 350-66 BRIAN WREN FONTANA WATER COMPANY (909) 822-22 AL KROHN OMNITRANS (909) 379-72 ROHAN KUNUPPU SBC - (714) AFF -64 SUSAN MORGAN 7� COLD MILLQ.l' EXIST AC PAVEMENT, CRACK SEAL PER DETAIL "A" ON SHEET L'~ 17 TO BE RELOCATED 5, AND PLACE 2 1/2" AC OVERLAY. O8 COLD MILL VARIABLE DEPTH PER DETAIL "B" OR "C" ON SHEET 5 AND - (909 357-6221 DETAIL "F" ON SHEET 5A (AND AS SHOWN ON PLANS), CRACK SEAL PER CHRIS LORIMER DETAIL "A" ON SHEET 5, AND PLACE 2 1/2" OVERLAY. ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY OF FONTANA U9 REMOVE EXIST PAVEMENT. STD. PLAN NO. 109 10 CONSTRUCT CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO - 1015, AND AS SHOWN ON PLANS. 335-7715 20 11 CONSTRUCT MODIFIED CURB RETURN ACCESS RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1007. CHARTER COMMUNICATIONS TV 12 CONSTRUCT 60' BUS BAY (8" PCC OVER 6" CAB OVER 12" MIN 957 ADJUST GAS VALVE FRAME AND COVER TO GRADE - (909) COMPACTED NATIVE SUBGRADE) PER CITY OF FONTANA STANDARD PLAN 32 XOCHITL ORTEGA NO. 1014. © 13 CONSTRUCT 10' CONCRETE CROSS GUTTER PER DETAILS ON SHEET 16. 01 14 RELOCATE EXIST STREET LIGHT, POWER POLE OR GUY WIRE (BY OTHERS) TIME WARNER TELECOM, INC. 15 REMOVE EXIST TREE OR TREES (INCLUDING ROOT BALL & COMPACTED 52 (909) BACKFILL) 23 REMOVE EXIST SIGN AND/OR POST. 16 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN NO. 1005A ©4 TO BE REMOVED ADELPHIA CABLE TV SUSAN MORGAN 17 TO BE RELOCATED SOUTHERN CALIFORNIA EDISON CO. 18 TO BE RELOCATED (BY OTHERS) - (909 357-6221 _ CHRIS LORIMER 19 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY OF FONTANA STD. PLAN NO. 109 SOUTHERN CALIFORNIA GAS CO. - (909) 335-7715 20 ADJUST WATER VALVE FRAME AND COVER TO GRADE PER CITY OF FONTANA STD. PLAN NO. 130 CHARTER COMMUNICATIONS TV 21 ADJUST GAS VALVE FRAME AND COVER TO GRADE - (909) 343-5161 XOCHITL ORTEGA © RELOCATE/REMOVE TRAFFIC SIGNAL APPURTENANCES (SEE TRAFFIC SIGNAL MODIFICATION PLANS) TIME WARNER TELECOM, INC. - (909) 456-4620 23 REMOVE EXIST SIGN AND/OR POST. DAVID MILLER ©4 TO BE REMOVED ADELPHIA CABLE TV - (909) 975-3408 Q PROTECT IN PLACE DANIEL MONTECINO 26 REMOVE AND REPLACE EXIST STRUCTURAL SECTION WITH 12" AC FULL SAN GABRIEL VALLEY WATER - (626) 448-6183 DEPTH SECTION IN THREE EQUAL LIFTS PER DETAIL "D" OR "E" SHOWN LUIS MONTENEGRO EXT. 252 ON SHEET 5. - CITY OF RIALTO WATER DEPT. ©7 COLD MILL .10' MIN EXIST AC PAVEMENT AND OVERLAY WITH .10' MIN. AC - (909) 421-7244 PER DETAIL "D" SHOW ON SHEET 5. PETER FOX 28 CONSTRUCT 6" SHEDDING CONCRETE CURB AND GUTTER TYPE A3 (6") PER CITY OF RIALTO APWA STD. PLAN 120-1. - (909) 820-2531 29 CONSTRUCT CONCRETE CROSS GUTTER PER CITY OF FONTANA STD. PLAN No. 104. UNDERGROUND ALERT - - (800) 227-2600 n3O REMOVE EXISTING CURB AND GUTTER, AC BERM, PCC SIDEWALK OR PCC @_!cO_Lo tAI LL 0.10 TAck Co,d-r, VIM4OLE PSP#4 Ac -!$% V COMMUNICATION CONDUIT CONSTRUCTION NOTES FURNISH AND INSTALL SIX (6) 1W' HIGH-DENSITY POLYETHYLENE (HDPE) CONDUITS BY DIRECTIONAL DRILL UNDER PAVEMENT OR SIDEWALK, OR BY TRENCH IN SOIL. SEE SHEET 3 OF 3, DETAIL A, UNLESS OTHERWISE SPECIFIED. THE CONDUITS SHALL BE COLOR CODED ORNAGE, YELLOW, RED, BLACK, BLUE AND GREEN. RELOCATE EXISTING SPLICE VAULT (P48) COMPLETE. SEE SHEET 2 OF 3. INSTALL CONDUIT TO A MINIMUM DEPTH OF 30 -INCHES PER DETAIL ON SHEET 3 OF 3. FURNISH AND INSTALL ONE (1) 96 -STRAND SMFO CABLE IN THE ORANGE HDPE CONDUIT. WHERE CABLE PASSES THROUGH SPLICE VAULT, COIL 25 FEET OF 96 SMFO CABLE IN EACH VAULT. F4] DISCONNECT EXISTING SMFO CABLE FROM CONTROLLER CABINET AND PULL OUT OF EXISTING CONDUIT. CONNECT NEW 6-116' CONDUIT TO EXISTING 6-1jt' CONDUIT AND REPULL SMFO CABLE THROUGH NEW AND EXISTING CONDUIT BACK TO CONTROLLER CABINET AND RECONNECT. AS --BUILT DRIVEWAY AS SHOWN ON THE PLANS. f@ MEDIAN FLARE PER APWA STD. PLAN 141-1. I@ MEDIAN TAPER PER APWA STD. PLAN 140-2. 31 W�T'�'iEl2 SWEEP CL�at�'S�13TC�G AG , AN�1-Y `C,d►� GDA`r, aVf�./SY 2t� SEE SHEET 2 FOR INDEX MAP AND SHEET INDEX NOTICE TO CONTRACTOR THE EXISTENCE AND APPROXIMATE 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 OR STRUCTURES EXCEPT AS SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID SUBSTRUCTURES NOR FOR UTILITIES OR IRRIGATION SUBSTRUCTURES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION - COMPANIES PRIOR TO WORK ON EXCAVATION TO DETERMINE EXACT LOCATION OF ALL SUBSTRUCTURES AFFECTING THIS WORK, WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PROTECTION TO THESE SUBSTRUCTURES. I