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HomeMy WebLinkAbout2663-1w 00 0 4 N �m W zl W TBM LSI / Q � 0 � C / n,*,, Q / 75 (II STREET CONSTRUCTION GENERAL NOTES: <V Q)(:9 E — E CD Off. It7 x �• w 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (GREEN BOOK) (LATEST EDITION) 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE.PHONE UNDERGROUND SERVICE ALERT AT (800)433-4133, TWO (2) WORKING DAYS BEFORE DIGGING. 3. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CIN OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF ANY WORK. PHONE (909) 350-6632. 4. STATIONING REFERS TO THE CENTERLINES OF STREETS UNLESS OTHERWISE NOTED. 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND INSTALLING SIDEWALK. 6. STERILANT IS REQUIRED UNDER ALL NEW A.C. PAVEMENT. 7. ALL BACKFILL AND SUBGRADE SHALL BE CERTIFIED BY THE SOILS ENGINEER. MATERIALS AND METHODS ARE SUBJECT TO APPROVAL BY THE CITY ENGINEER. 8. ALL UTILITY COMPANIES SHALL BE GIVEN TWO (2) WORKING DAYS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 9. CURVE DATA REFERS TO BACK OF CURB. 10. "AS BUILT" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. p CURVE DATA(SEE GENERAL NOTE 9) 3 A R L — G Q 90°00'00" 13' c 13.00' 0 <V Q)(:9 E — E CD Off. It7 x �• w 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. (GREEN BOOK) (LATEST EDITION) 2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE.PHONE UNDERGROUND SERVICE ALERT AT (800)433-4133, TWO (2) WORKING DAYS BEFORE DIGGING. 3. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CIN OF FONTANA ENGINEERING DIVISION PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. ALL INSPECTIONS SHALL BE REQUESTED AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF ANY WORK. PHONE (909) 350-6632. 4. STATIONING REFERS TO THE CENTERLINES OF STREETS UNLESS OTHERWISE NOTED. 5. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREET AND INSTALLING SIDEWALK. 6. STERILANT IS REQUIRED UNDER ALL NEW A.C. PAVEMENT. 7. ALL BACKFILL AND SUBGRADE SHALL BE CERTIFIED BY THE SOILS ENGINEER. MATERIALS AND METHODS ARE SUBJECT TO APPROVAL BY THE CITY ENGINEER. 8. ALL UTILITY COMPANIES SHALL BE GIVEN TWO (2) WORKING DAYS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. 9. CURVE DATA REFERS TO BACK OF CURB. 10. "AS BUILT" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. p CURVE DATA(SEE GENERAL NOTE 9) A R L T Q 90°00'00" 13' 20.42' 13.00' 0 DIAL TWO WORKING BEFQRE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-422-4133 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT w 90000'00" 3' 4.71' 3.00' © 90000'00 " 3' 4.71' 3.00' 0 90000,00 13' 20.42 13.00' w z 12 -7) tx V) tx SAWCUT LINE H SIERRA -AVENUE U �• ri __j 4 Q x`° w-- tK w EN x qv x w 4 G 36" RCP STORM DRAIN - G 3,1G HP — E — E Off. O,�• '�,�• `LO' �x w10"W1- (4 - (PZ N 00029'05" W G — E �� l `I- - - - - - AC " - v v ~ v �v v C �G� w mJ 18 c"�' o� ��' O 10 "�• c � /C(,:V) o EXISTING Q� Q C� STA. 3+50 '` "� tb o� "� 18 ''� ,, > J EXISTING ,�'� �O�^�' �'� ��' ^�'� �• 'A �• 0), ) �• I� DRIVEWAY ca•p (� oDRIVEWAY O O 'A "� o� X pL STA. 4+23 xo U o -^j tx nX��-�.IkJ2020 �O�I I > zO STREET CONSTRUCTION NOTES: � LLI F ---U W = Dco w z �W 12" CONCRETE WATER LINE MAY NOT BE ACTIVE z CONTRACTOR TO POTHOLE AND VERIFY WATER LINE cn (n X W CONDITION AND DEPTH PRIOR TO EXCAVATION w -- R/W R/W 1 SAWCUT AND REMOVE EXISTING PAVEMENT AS SHOWN. 50/ 50' 2� SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS SHOWN. 32' 18' 3�- SAWCUT AND REMOVE EXISTING P.C.C. SIDEWALK/DRIVEWAY AS SHOWN. I I I 13.5/ ' 40-- REMOVE EXISTING TREE, ROOTS, AND ROOTBALL. BACKFILL HOLE WITH NATIVE SOIL , 0, 5 AND COMPACT TO 95% AS DIRECTED BY THE ENGINEER. I 1 -0-10S 7 (5) -RELOCATE EXISTING PULLBOX (BY SOUTHERN CALIFORNIA EDISON). _ 300gR_'3.60% (D-REMOVE/RELOCATE EXISTING WATER METER PULLBOX (BY FONTANA WATER COMPANY). _ CONSTRUCT 6 ylCURB PER STANDARD DETAIL 101 AS SHOWN. CURB SHALL BE POURED MONOLITHICALLY WITH BUS PAD.3 EXISTING PAVING 9 & 10 CONSTRUCT 8" P.C.C. PAVING WITH 6X6 - W8XW8 WIRE MESH FABRIC OVER 6" CLASS II AGGREGATE BASE AS SHOWN. CONSTRUCT EXPANSION JOINTS (EJ) AND SIERRA AVENUE — TYPICAL SECTION EXISTING SIDEWALK WEAKENED PLANE JOINTS (WPJ) AS SHOWN. O9 - CONSTRUCT 6" A.C. PAVING OVER 6" CLASS II AGGREGATE BASE AS SHOWN. 10 CONSTRUCT 4" P.C.C. SIDEWALK OVER 95% COMPACTED NATIVE PER CITY STANDARD DETAIL 105-A AS SHOWN. @)-TRANSITION 6" TO 0" CURB FACE PER CURB TRANSITION DETAIL. 12 TRANSITION 8" TO 0" CURB FACE PER CITY STANDARD DETAIL 102-C AS SHOWN. QY-RELOCATE EXISTING MARBLELITE STANDARD AND LUMINAIRE AS SHOWN (BY SOUTHERN CALIFORNIA EDISON). (j4 RELOCATE EXISTING NEWSPAPER RACK AS SHOWN (BY LA TIMES - PHONE (909) 370-0225). @-RELOCATE EXISTING BUS BENCH AS SHOWN (BY OMNI TRANS). (16 -RELOCATE EXISTING TRASH RECEPTACLE AS SHOWN (BY CITY FORCES). &RELOCATE EXISTING BUS STOP SIGN AS SHOWN. @--FURNISH AND INSTALL R26(S)/R26E (BUSES EXEMPT) SIGNS PER CITY STANDARD DETAIL 139 AS SHOWN. @)-EXISTING SIGN TO BE PROTECTED IN PLACE. (20 -EXISTING SIDEWALK TO REMAIN. BASIS OF BEARINGS: TEMPORARY BENCH MARK REV. LOCATION: BEARINGS SHOWN FOR SIERRA AVENUE NORTHEAST CORNER OF SIERRA AVENUE AND MARYGOLD AVENUE AND MARYGOLD AVENUE AS SHOWN ON 29-5-80 TRAFFIC SIGNAL POLE - NORTHWEST QUADRANT PARCEL MAP 12433 (PM 165/36) TOP OF ANCHOR BOLT ELEVATION - 1141.56 REVISION DESCRIPTION DATE I ENGR. I CITY I DATE �10VESS/p�, 0 M 0C� Fti w IN/ 0 Lj_ No. C 40964 U' is EXP. 3-31-99 CIVIL ��qlE OF STA. 3+45 TO 4+25 NOT TO SCALE M, Prepared Under The Supervision Of : TO REMAIN P BCR a 0" CURB FACE / tl3 R=3' m W z 7' Q CURB TRANSITION DETAIL NO SCALE W AUT©CAD FILENAME: SIERRA_BUSBAY.DWG CITY OF FONTANA, CALIFORNIA BUSBAY PLAN DRAWN BY: SIERRA AVENUE SCALE: 1 „ = 10' ERIC LEWIS NORTH OF DESIGNED BY: DATE: �• , �_sV//q� ERIC LEWIS MARYG0LD AVENUE 3-1-99 bate CHECKED BY: APPROVED BY: DRAINING NO 3,�_ gy 1 FELIPE U. MOLINOS R.C.E. 40964 FELIPE MOLINOS E� 266,31 1 CITY F•NrIMP717P R r% G• 7R117R rnA7C'. w N °- "�• G �` w w� w 13 0 7 0 w w 8NW STEEL D ° J xy,r 15 16 w 15 17 14 �, y 12W CONCRETEro O 12 ( w � ��`' � - kA �x� o VSA U. < 19 x� EXISTING �`P.C.C. SIDEWALK WCUT LINE + w ��Q,. L Z I 10 � - - - - - AC " - v v ~ v �v v C �G� w mJ 18 c"�' o� ��' O 10 "�• c � /C(,:V) o EXISTING Q� Q C� STA. 3+50 '` "� tb o� "� 18 ''� ,, > J EXISTING ,�'� �O�^�' �'� ��' ^�'� �• 'A �• 0), ) �• I� DRIVEWAY ca•p (� oDRIVEWAY O O 'A "� o� X pL STA. 4+23 xo U o -^j tx nX��-�.IkJ2020 �O�I I > zO STREET CONSTRUCTION NOTES: � LLI F ---U W = Dco w z �W 12" CONCRETE WATER LINE MAY NOT BE ACTIVE z CONTRACTOR TO POTHOLE AND VERIFY WATER LINE cn (n X W CONDITION AND DEPTH PRIOR TO EXCAVATION w -- R/W R/W 1 SAWCUT AND REMOVE EXISTING PAVEMENT AS SHOWN. 50/ 50' 2� SAWCUT AND REMOVE EXISTING CURB AND GUTTER AS SHOWN. 32' 18' 3�- SAWCUT AND REMOVE EXISTING P.C.C. SIDEWALK/DRIVEWAY AS SHOWN. I I I 13.5/ ' 40-- REMOVE EXISTING TREE, ROOTS, AND ROOTBALL. BACKFILL HOLE WITH NATIVE SOIL , 0, 5 AND COMPACT TO 95% AS DIRECTED BY THE ENGINEER. I 1 -0-10S 7 (5) -RELOCATE EXISTING PULLBOX (BY SOUTHERN CALIFORNIA EDISON). _ 300gR_'3.60% (D-REMOVE/RELOCATE EXISTING WATER METER PULLBOX (BY FONTANA WATER COMPANY). _ CONSTRUCT 6 ylCURB PER STANDARD DETAIL 101 AS SHOWN. CURB SHALL BE POURED MONOLITHICALLY WITH BUS PAD.3 EXISTING PAVING 9 & 10 CONSTRUCT 8" P.C.C. PAVING WITH 6X6 - W8XW8 WIRE MESH FABRIC OVER 6" CLASS II AGGREGATE BASE AS SHOWN. CONSTRUCT EXPANSION JOINTS (EJ) AND SIERRA AVENUE — TYPICAL SECTION EXISTING SIDEWALK WEAKENED PLANE JOINTS (WPJ) AS SHOWN. O9 - CONSTRUCT 6" A.C. PAVING OVER 6" CLASS II AGGREGATE BASE AS SHOWN. 10 CONSTRUCT 4" P.C.C. SIDEWALK OVER 95% COMPACTED NATIVE PER CITY STANDARD DETAIL 105-A AS SHOWN. @)-TRANSITION 6" TO 0" CURB FACE PER CURB TRANSITION DETAIL. 12 TRANSITION 8" TO 0" CURB FACE PER CITY STANDARD DETAIL 102-C AS SHOWN. QY-RELOCATE EXISTING MARBLELITE STANDARD AND LUMINAIRE AS SHOWN (BY SOUTHERN CALIFORNIA EDISON). (j4 RELOCATE EXISTING NEWSPAPER RACK AS SHOWN (BY LA TIMES - PHONE (909) 370-0225). @-RELOCATE EXISTING BUS BENCH AS SHOWN (BY OMNI TRANS). (16 -RELOCATE EXISTING TRASH RECEPTACLE AS SHOWN (BY CITY FORCES). &RELOCATE EXISTING BUS STOP SIGN AS SHOWN. @--FURNISH AND INSTALL R26(S)/R26E (BUSES EXEMPT) SIGNS PER CITY STANDARD DETAIL 139 AS SHOWN. @)-EXISTING SIGN TO BE PROTECTED IN PLACE. (20 -EXISTING SIDEWALK TO REMAIN. BASIS OF BEARINGS: TEMPORARY BENCH MARK REV. LOCATION: BEARINGS SHOWN FOR SIERRA AVENUE NORTHEAST CORNER OF SIERRA AVENUE AND MARYGOLD AVENUE AND MARYGOLD AVENUE AS SHOWN ON 29-5-80 TRAFFIC SIGNAL POLE - NORTHWEST QUADRANT PARCEL MAP 12433 (PM 165/36) TOP OF ANCHOR BOLT ELEVATION - 1141.56 REVISION DESCRIPTION DATE I ENGR. I CITY I DATE �10VESS/p�, 0 M 0C� Fti w IN/ 0 Lj_ No. C 40964 U' is EXP. 3-31-99 CIVIL ��qlE OF STA. 3+45 TO 4+25 NOT TO SCALE M, Prepared Under The Supervision Of : TO REMAIN P BCR a 0" CURB FACE / tl3 R=3' m W z 7' Q CURB TRANSITION DETAIL NO SCALE W AUT©CAD FILENAME: SIERRA_BUSBAY.DWG CITY OF FONTANA, CALIFORNIA BUSBAY PLAN DRAWN BY: SIERRA AVENUE SCALE: 1 „ = 10' ERIC LEWIS NORTH OF DESIGNED BY: DATE: �• , �_sV//q� ERIC LEWIS MARYG0LD AVENUE 3-1-99 bate CHECKED BY: APPROVED BY: DRAINING NO 3,�_ gy 1 FELIPE U. MOLINOS R.C.E. 40964 FELIPE MOLINOS E� 266,31 1 CITY F•NrIMP717P R r% G• 7R117R rnA7C'.