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HomeMy WebLinkAbout3694-13x I E ov PLAN (SHAFT NOT SHOWN) STREET GRADE w J m EDGES TO BE ROUNDED TO 75 mm (34) R f fJ A r� OF SPUR ± 150 mm (6') M9 N. ALL STEEL REINF. ISM 0 100 mm (84 0 Al OC DETAIL "N" PLAN (RINGS AND COVER NOT SHOWN) MANHOLE FRAME CONCRETE RINGS ANO COVER PER PER STD. PLAN 324 STD. PLAN 630 6(0 mm OMIT THIS STEP (24') IN PAVED STREETS 5 1 125 tk mm 175 mm 13") o T 1050 mm (Y -G' 25 mm (5-) 15 mm (1/2- �- M(Ah1HOLE SHAFT 225 mm (9` PER STD. 400 mm (161 FOR PLAN 324 PAVED STREETS. -900 flim (39-00) 650 mm (2'-2") ,_ STREETS FOR UN- ,�, ;� PAVED STREETS " 125 mm x 50 mm (5'x2') PIPE SEAT T ROUND EDGES P OF INLETS ROUND EDGES SECTION A -A STATION LINE 200 mm (8') -� 1 T - T 75mm(3')R I II E- L 100 mm AI I L42T-200 mm (8.)'- 1200 8')1200 mm (81 INLET ELEVATION APPLIES AT THIS POINT 900 mm (3'-Q*) STEPS ASO mm (1190) 100 mm (9-) -f 200 mm (81 SEE NOTE I STREET GRADE f425 mm x 25 mn (5'x1') RING SEAT \610 rnrn �_=- (2a-) 125 mm 15') T 1050 mm (3--6-) T `-- 175 mm (7') E E _ 15 mm 4 SECTION C -C W W W �m d OPTIONAL BOTTOMS GRADE POINTS. p SEE NOTE 5 B SECTION -B TABLE of VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX, MIN. MAX. SII N. A -A 667 mm (2'-10 1/2') IOfi0 mm (3-61 C -C 12a2 mm (II•) 12L7 rnm W 112') 410 mm 06-) 3$c} mm (15-) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE ONE OR BOTH STANDARD ARIC C3REENBOOK COMMITTEMMITME LAN PUBLIC WORKS STMINC., ME MAIN LINE ID'S 825mm PW2 OR SMALLER) 321 - 1 1 s�92 REV' 19% USE WITH STANDARD SPECIFICA'nONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") .FOR PAVED STREETS OR 1060 mm FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (5'-60) OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0'), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENOS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (8') FOR VALUES OF H -UP TO AND INCLUDING .2.4 m (8`-06) AND 250 mm (100) FOR VALUES OF H OVER 2.4 m (8'-0'). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES, SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED T4 SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL (KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE PECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (88). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15') OC, THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE, AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE (ONE OR BOTH (MAIN LINE METRIC 21 - 1 IDS 825mm 33 OR SMALLER) SHEET 2 OF 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (330.) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 15 825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APP'LICA13LE WHERE THE MAIN L[NE CONDUIT iS LESS THAN 900 vnm( (360) IN DIAMETER, B. SEE SECTION A - A. THE MAXIMUM S 1 ZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM: THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 rnrn (8') THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE: A MINMUM OF 150 mm W). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. 'WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES.. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN' 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 63D 610 mm {24") MANHOLE FRAME AND COVER 633 914 mm (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP Ill 0 I�8„w AR 4000 Cl AR 4000 D2 0 w 4 3" MAX. SIZE SELECT Wo NATIVE BEDDING 0 COMPACTED TO 95%. ---------------------------------- ... -------------- - - - EXISTING AC ----------- 1n MIN ------ --- 1 MIN n Z CV -6" MAX. SIZE -SELECT _ _ - _ _ - �8g NATIVE BEDDING o COMPACTED NATIVE COMPACTED TO 90%. o I OR BASE -~- iG. 1" MAX. SIZE SELECT NATIVE BEDDING w ;�Qn.- _ci .: -^- COMPACTED TO 90%. O 41 6" MIN. O.D. 6" MIN. 12" MAX. 12" MAX. STANDARD TRENCH REPAIR NOTES: 1. All excavation within the City of fontana-rig ht --of way requires- and excavation permit from the public works department. 2. underground service alert shall be notified 2 working days prior to start of work. (800) 227-2600: 3. All excavations shall be made, protected and supported as required for safety and in the manner approved by the Califomia Division of Industrial Safety. 4. Compaction of backfill shall be certified by the Geotechnical Technician on site and approved by the Public Works Inspector prior to placement of the pavement. 5. Permanent pavement shall be placed within 5 days of excavation. A minimum of two (2")- inches of temporary asphalt shall be placed within the trench area until permanent repair is completed. The temporary pavement shall be placed and compacted in such a manner as to provide a safe and smooth traveled surface. The Contractor shall maintain the temporary pavement in a safe and smooth condition until permanent paving is in place. -6. Prior -to placing permanent paving, existing pavement shall be sawcut in a clean straight line. Pavement adjacent to the trench that is cracked shall be removed and replaced. 7. All edges of existing pavement being joined or overlayed shall receive tack coat of asphalt emulsion. 8. Trenches of 300 feet or more shall be paved with a self propelled paving machine. 9. Any street paved or resurfaced in the previous 36 months where the trench extends 'from the -curb :more -than Tfeet or -is in -a traveled lane will require -an -overlay25feet in both directions from the centerline of the trench 10. if trench failure should occur, the contractor will be notified of such deficiencies and required to remove, replace -or remedy the failure. upon failure -of the -contractor to promptly comply and under order of the City Engineer, trench failures may be repaired at the contractor's expense. 11. -Bedding material shall be sand, -gravel, crushed aggregate, or select native material having a sand equivalent of not less than 30 and a percent composition by weight conforming to table 200-1.2 (A) A-3 TABLE 200-1.2(A) GIF_VE 6121E 9v' ?Aslstr44 44 too GID -loo 3/91 20-100 No. q0-1sr N-0 8 o -S' ASTM C -4b TEAW GIPAPI I! RECORD DOCUMENT These Record Documents have been prepared r4. �Ess based do information provided by others. The Hq,�Design Professional has not verified the accuracy and/or completeness of this information and shall `�O-6 not a responsible for any errors or omissions y be incorporated herein as a re It 7 o (p TE REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE ORIGINAL BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA p � A-3 _5 aSHOULD CONSTRUCTION OF REQUIRED _; .Q�oFEss/oD&b zmj Zoo i -Z w ow 7�11s rmw � � IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM 361 ALLARD ENGINEERING e"'j �p S. Mq o z R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER �� �a ���� CAPITAL IMPROVEMENT PROJECT PHASE 0 0 © QVisep REPAIR VATAi1. om �I»'�s W Males TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning o ®IRIU'ov-o v 9_Aw I N (0'7 d 29 SHOWN HEREON AND' CARRIED FORTH- IN A ELEVATION: 1365.01, SINCE DESTROYED ___ __ _ 8253" Sierra Avenue y DRAWN BY: SCALE: 0 ��`1 � 8353 SIERRA AVENUE c�o. m NCM -MAG STORM DRAIN IMPROVEMENT PLANS AS NOTED DIAL TWO WORKING -DIUCENT-MANNER, THE CITY -ENGNEER MAY FONTANA, CA 92335 Fontana, California 92335 Exp. 6/ 0/076 DESIGNED BY: APWA D AILS DATE; BEFORE DAYS BEFORE REQUIRE UIRE REVISIONS-. TO THE_ PLANS. TO SITE BENCHMARK (909) 356-1815 Fax (909) 356-1795 "" -Q (909) 350-7610 * * � MARCH, 2005 Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX 909) 350-6618 SW CORNER, SEC. 31, TAN., R.5W,, S.BM.-2 I.P. _ 0� kp �P ( WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF -9�. C V t L CHECKED BY. APP V BY: RAWING NO.: TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date F O� `l -Q 13 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0� CALF F DSH a EtEVAliOI� 1395.16 (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3694 14 FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAIN\PHASE I\WALNUTAVESD13.dwg s ■ 11_ I;J x I E ov PLAN (SHAFT NOT SHOWN) STREET GRADE w J m EDGES TO BE ROUNDED TO 75 mm (34) R f fJ A r� OF SPUR ± 150 mm (6') M9 N. ALL STEEL REINF. ISM 0 100 mm (84 0 Al OC DETAIL "N" PLAN (RINGS AND COVER NOT SHOWN) MANHOLE FRAME CONCRETE RINGS ANO COVER PER PER STD. PLAN 324 STD. PLAN 630 6(0 mm OMIT THIS STEP (24') IN PAVED STREETS 5 1 125 tk mm 175 mm 13") o T 1050 mm (Y -G' 25 mm (5-) 15 mm (1/2- �- M(Ah1HOLE SHAFT 225 mm (9` PER STD. 400 mm (161 FOR PLAN 324 PAVED STREETS. -900 flim (39-00) 650 mm (2'-2") ,_ STREETS FOR UN- ,�, ;� PAVED STREETS " 125 mm x 50 mm (5'x2') PIPE SEAT T ROUND EDGES P OF INLETS ROUND EDGES SECTION A -A STATION LINE 200 mm (8') -� 1 T - T 75mm(3')R I II E- L 100 mm AI I L42T-200 mm (8.)'- 1200 8')1200 mm (81 INLET ELEVATION APPLIES AT THIS POINT 900 mm (3'-Q*) STEPS ASO mm (1190) 100 mm (9-) -f 200 mm (81 SEE NOTE I STREET GRADE f425 mm x 25 mn (5'x1') RING SEAT \610 rnrn �_=- (2a-) 125 mm 15') T 1050 mm (3--6-) T `-- 175 mm (7') E E _ 15 mm 4 SECTION C -C W W W �m d OPTIONAL BOTTOMS GRADE POINTS. p SEE NOTE 5 B SECTION -B TABLE of VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX, MIN. MAX. SII N. A -A 667 mm (2'-10 1/2') IOfi0 mm (3-61 C -C 12a2 mm (II•) 12L7 rnm W 112') 410 mm 06-) 3$c} mm (15-) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE ONE OR BOTH STANDARD ARIC C3REENBOOK COMMITTEMMITME LAN PUBLIC WORKS STMINC., ME MAIN LINE ID'S 825mm PW2 OR SMALLER) 321 - 1 1 s�92 REV' 19% USE WITH STANDARD SPECIFICA'nONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") .FOR PAVED STREETS OR 1060 mm FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (5'-60) OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0'), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENOS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (8') FOR VALUES OF H -UP TO AND INCLUDING .2.4 m (8`-06) AND 250 mm (100) FOR VALUES OF H OVER 2.4 m (8'-0'). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES, SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED T4 SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL (KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE PECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (88). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15') OC, THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE, AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE (ONE OR BOTH (MAIN LINE METRIC 21 - 1 IDS 825mm 33 OR SMALLER) SHEET 2 OF 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (330.) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 15 825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APP'LICA13LE WHERE THE MAIN L[NE CONDUIT iS LESS THAN 900 vnm( (360) IN DIAMETER, B. SEE SECTION A - A. THE MAXIMUM S 1 ZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM: THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 rnrn (8') THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE: A MINMUM OF 150 mm W). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. 'WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES.. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN' 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 63D 610 mm {24") MANHOLE FRAME AND COVER 633 914 mm (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP Ill 0 I�8„w AR 4000 Cl AR 4000 D2 0 w 4 3" MAX. SIZE SELECT Wo NATIVE BEDDING 0 COMPACTED TO 95%. ---------------------------------- ... -------------- - - - EXISTING AC ----------- 1n MIN ------ --- 1 MIN n Z CV -6" MAX. SIZE -SELECT _ _ - _ _ - �8g NATIVE BEDDING o COMPACTED NATIVE COMPACTED TO 90%. o I OR BASE -~- iG. 1" MAX. SIZE SELECT NATIVE BEDDING w ;�Qn.- _ci .: -^- COMPACTED TO 90%. O 41 6" MIN. O.D. 6" MIN. 12" MAX. 12" MAX. STANDARD TRENCH REPAIR NOTES: 1. All excavation within the City of fontana-rig ht --of way requires- and excavation permit from the public works department. 2. underground service alert shall be notified 2 working days prior to start of work. (800) 227-2600: 3. All excavations shall be made, protected and supported as required for safety and in the manner approved by the Califomia Division of Industrial Safety. 4. Compaction of backfill shall be certified by the Geotechnical Technician on site and approved by the Public Works Inspector prior to placement of the pavement. 5. Permanent pavement shall be placed within 5 days of excavation. A minimum of two (2")- inches of temporary asphalt shall be placed within the trench area until permanent repair is completed. The temporary pavement shall be placed and compacted in such a manner as to provide a safe and smooth traveled surface. The Contractor shall maintain the temporary pavement in a safe and smooth condition until permanent paving is in place. -6. Prior -to placing permanent paving, existing pavement shall be sawcut in a clean straight line. Pavement adjacent to the trench that is cracked shall be removed and replaced. 7. All edges of existing pavement being joined or overlayed shall receive tack coat of asphalt emulsion. 8. Trenches of 300 feet or more shall be paved with a self propelled paving machine. 9. Any street paved or resurfaced in the previous 36 months where the trench extends 'from the -curb :more -than Tfeet or -is in -a traveled lane will require -an -overlay25feet in both directions from the centerline of the trench 10. if trench failure should occur, the contractor will be notified of such deficiencies and required to remove, replace -or remedy the failure. upon failure -of the -contractor to promptly comply and under order of the City Engineer, trench failures may be repaired at the contractor's expense. 11. -Bedding material shall be sand, -gravel, crushed aggregate, or select native material having a sand equivalent of not less than 30 and a percent composition by weight conforming to table 200-1.2 (A) A-3 TABLE 200-1.2(A) GIF_VE 6121E 9v' ?Aslstr44 44 too GID -loo 3/91 20-100 No. q0-1sr N-0 8 o -S' ASTM C -4b TEAW GIPAPI I! RECORD DOCUMENT These Record Documents have been prepared r4. �Ess based do information provided by others. The Hq,�Design Professional has not verified the accuracy and/or completeness of this information and shall `�O-6 not a responsible for any errors or omissions y be incorporated herein as a re It 7 o (p TE REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE ORIGINAL BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA p � A-3 _5 aSHOULD CONSTRUCTION OF REQUIRED _; .Q�oFEss/oD&b zmj Zoo i -Z w ow 7�11s rmw � � IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM 361 ALLARD ENGINEERING e"'j �p S. Mq o z R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER �� �a ���� CAPITAL IMPROVEMENT PROJECT PHASE 0 0 © QVisep REPAIR VATAi1. om �I»'�s W Males TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning o ®IRIU'ov-o v 9_Aw I N (0'7 d 29 SHOWN HEREON AND' CARRIED FORTH- IN A ELEVATION: 1365.01, SINCE DESTROYED ___ __ _ 8253" Sierra Avenue y DRAWN BY: SCALE: 0 ��`1 � 8353 SIERRA AVENUE c�o. m NCM -MAG STORM DRAIN IMPROVEMENT PLANS AS NOTED DIAL TWO WORKING -DIUCENT-MANNER, THE CITY -ENGNEER MAY FONTANA, CA 92335 Fontana, California 92335 Exp. 6/ 0/076 DESIGNED BY: APWA D AILS DATE; BEFORE DAYS BEFORE REQUIRE UIRE REVISIONS-. TO THE_ PLANS. TO SITE BENCHMARK (909) 356-1815 Fax (909) 356-1795 "" -Q (909) 350-7610 * * � MARCH, 2005 Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX 909) 350-6618 SW CORNER, SEC. 31, TAN., R.5W,, S.BM.-2 I.P. _ 0� kp �P ( WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF -9�. C V t L CHECKED BY. APP V BY: RAWING NO.: TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date F O� `l -Q 13 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0� CALF F DSH a EtEVAliOI� 1395.16 (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3694 14 FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAIN\PHASE I\WALNUTAVESD13.dwg SECTION C -C W W W �m d OPTIONAL BOTTOMS GRADE POINTS. p SEE NOTE 5 B SECTION -B TABLE of VALUES FOR M (SEE NOTE 1) SECTION PAVED STREET UNPAVED STREET MAX, MIN. MAX. SII N. A -A 667 mm (2'-10 1/2') IOfi0 mm (3-61 C -C 12a2 mm (II•) 12L7 rnm W 112') 410 mm 06-) 3$c} mm (15-) AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER PROMULGATED BY THE MANHOLE PIPE TO PIPE ONE OR BOTH STANDARD ARIC C3REENBOOK COMMITTEMMITME LAN PUBLIC WORKS STMINC., ME MAIN LINE ID'S 825mm PW2 OR SMALLER) 321 - 1 1 s�92 REV' 19% USE WITH STANDARD SPECIFICA'nONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") .FOR PAVED STREETS OR 1060 mm FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (5'-60) OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0'), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENOS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (8') FOR VALUES OF H -UP TO AND INCLUDING .2.4 m (8`-06) AND 250 mm (100) FOR VALUES OF H OVER 2.4 m (8'-0'). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES, SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED T4 SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL (KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE PECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (88). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15') OC, THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE, AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE (ONE OR BOTH (MAIN LINE METRIC 21 - 1 IDS 825mm 33 OR SMALLER) SHEET 2 OF 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (330.) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 15 825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APP'LICA13LE WHERE THE MAIN L[NE CONDUIT iS LESS THAN 900 vnm( (360) IN DIAMETER, B. SEE SECTION A - A. THE MAXIMUM S 1 ZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM: THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 rnrn (8') THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE: A MINMUM OF 150 mm W). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. 'WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES.. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN' 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 63D 610 mm {24") MANHOLE FRAME AND COVER 633 914 mm (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP Ill 0 I�8„w AR 4000 Cl AR 4000 D2 0 w 4 3" MAX. SIZE SELECT Wo NATIVE BEDDING 0 COMPACTED TO 95%. ---------------------------------- ... -------------- - - - EXISTING AC ----------- 1n MIN ------ --- 1 MIN n Z CV -6" MAX. SIZE -SELECT _ _ - _ _ - �8g NATIVE BEDDING o COMPACTED NATIVE COMPACTED TO 90%. o I OR BASE -~- iG. 1" MAX. SIZE SELECT NATIVE BEDDING w ;�Qn.- _ci .: -^- COMPACTED TO 90%. O 41 6" MIN. O.D. 6" MIN. 12" MAX. 12" MAX. STANDARD TRENCH REPAIR NOTES: 1. All excavation within the City of fontana-rig ht --of way requires- and excavation permit from the public works department. 2. underground service alert shall be notified 2 working days prior to start of work. (800) 227-2600: 3. All excavations shall be made, protected and supported as required for safety and in the manner approved by the Califomia Division of Industrial Safety. 4. Compaction of backfill shall be certified by the Geotechnical Technician on site and approved by the Public Works Inspector prior to placement of the pavement. 5. Permanent pavement shall be placed within 5 days of excavation. A minimum of two (2")- inches of temporary asphalt shall be placed within the trench area until permanent repair is completed. The temporary pavement shall be placed and compacted in such a manner as to provide a safe and smooth traveled surface. The Contractor shall maintain the temporary pavement in a safe and smooth condition until permanent paving is in place. -6. Prior -to placing permanent paving, existing pavement shall be sawcut in a clean straight line. Pavement adjacent to the trench that is cracked shall be removed and replaced. 7. All edges of existing pavement being joined or overlayed shall receive tack coat of asphalt emulsion. 8. Trenches of 300 feet or more shall be paved with a self propelled paving machine. 9. Any street paved or resurfaced in the previous 36 months where the trench extends 'from the -curb :more -than Tfeet or -is in -a traveled lane will require -an -overlay25feet in both directions from the centerline of the trench 10. if trench failure should occur, the contractor will be notified of such deficiencies and required to remove, replace -or remedy the failure. upon failure -of the -contractor to promptly comply and under order of the City Engineer, trench failures may be repaired at the contractor's expense. 11. -Bedding material shall be sand, -gravel, crushed aggregate, or select native material having a sand equivalent of not less than 30 and a percent composition by weight conforming to table 200-1.2 (A) A-3 TABLE 200-1.2(A) GIF_VE 6121E 9v' ?Aslstr44 44 too GID -loo 3/91 20-100 No. q0-1sr N-0 8 o -S' ASTM C -4b TEAW GIPAPI I! RECORD DOCUMENT These Record Documents have been prepared r4. �Ess based do information provided by others. The Hq,�Design Professional has not verified the accuracy and/or completeness of this information and shall `�O-6 not a responsible for any errors or omissions y be incorporated herein as a re It 7 o (p TE REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE ORIGINAL BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA p � A-3 _5 aSHOULD CONSTRUCTION OF REQUIRED _; .Q�oFEss/oD&b zmj Zoo i -Z w ow 7�11s rmw � � IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM 361 ALLARD ENGINEERING e"'j �p S. Mq o z R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER �� �a ���� CAPITAL IMPROVEMENT PROJECT PHASE 0 0 © QVisep REPAIR VATAi1. om �I»'�s W Males TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning o ®IRIU'ov-o v 9_Aw I N (0'7 d 29 SHOWN HEREON AND' CARRIED FORTH- IN A ELEVATION: 1365.01, SINCE DESTROYED ___ __ _ 8253" Sierra Avenue y DRAWN BY: SCALE: 0 ��`1 � 8353 SIERRA AVENUE c�o. m NCM -MAG STORM DRAIN IMPROVEMENT PLANS AS NOTED DIAL TWO WORKING -DIUCENT-MANNER, THE CITY -ENGNEER MAY FONTANA, CA 92335 Fontana, California 92335 Exp. 6/ 0/076 DESIGNED BY: APWA D AILS DATE; BEFORE DAYS BEFORE REQUIRE UIRE REVISIONS-. TO THE_ PLANS. TO SITE BENCHMARK (909) 356-1815 Fax (909) 356-1795 "" -Q (909) 350-7610 * * � MARCH, 2005 Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX 909) 350-6618 SW CORNER, SEC. 31, TAN., R.5W,, S.BM.-2 I.P. _ 0� kp �P ( WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF -9�. C V t L CHECKED BY. APP V BY: RAWING NO.: TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date F O� `l -Q 13 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0� CALF F DSH a EtEVAliOI� 1395.16 (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3694 14 FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAIN\PHASE I\WALNUTAVESD13.dwg NOTES I. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 867 mm (2'-10 1/2") .FOR PAVED STREETS OR 1060 mm FOR UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C -C AND DETAIL "N'. DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6') WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 1060 mm (5'-60) OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 1.2 m (4'-0'), BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL BE USED. FOR H (IN SECTION C -C) SEE NOTE 1. 3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE IN- CREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENOS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4. T SHALL BE 200 mm (8') FOR VALUES OF H -UP TO AND INCLUDING .2.4 m (8`-06) AND 250 mm (100) FOR VALUES OF H OVER 2.4 m (8'-0'). 5. STATIONS OF MANHOLES SHOWN ON PROJECT DRAWINGS APPLY AT CENTER LINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTER LINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES, SEE NOTE 3. 6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300(ASTM A 615, GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE SUR- FACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED T4 SPRING LINE. 8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL (KEYWAY MAY BE PLACED AT SPRING LINE. 9. THICKNESS OF THE PECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (88). 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15') OC, THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24') ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE, AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN MANHOLE PIPE TO PIPE (ONE OR BOTH (MAIN LINE METRIC 21 - 1 IDS 825mm 33 OR SMALLER) SHEET 2 OF 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (330.) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 15 825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APP'LICA13LE WHERE THE MAIN L[NE CONDUIT iS LESS THAN 900 vnm( (360) IN DIAMETER, B. SEE SECTION A - A. THE MAXIMUM S 1 ZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM: THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 rnrn (8') THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE: A MINMUM OF 150 mm W). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. 'WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES.. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN' 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 63D 610 mm {24") MANHOLE FRAME AND COVER 633 914 mm (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP Ill 0 I�8„w AR 4000 Cl AR 4000 D2 0 w 4 3" MAX. SIZE SELECT Wo NATIVE BEDDING 0 COMPACTED TO 95%. ---------------------------------- ... -------------- - - - EXISTING AC ----------- 1n MIN ------ --- 1 MIN n Z CV -6" MAX. SIZE -SELECT _ _ - _ _ - �8g NATIVE BEDDING o COMPACTED NATIVE COMPACTED TO 90%. o I OR BASE -~- iG. 1" MAX. SIZE SELECT NATIVE BEDDING w ;�Qn.- _ci .: -^- COMPACTED TO 90%. O 41 6" MIN. O.D. 6" MIN. 12" MAX. 12" MAX. STANDARD TRENCH REPAIR NOTES: 1. All excavation within the City of fontana-rig ht --of way requires- and excavation permit from the public works department. 2. underground service alert shall be notified 2 working days prior to start of work. (800) 227-2600: 3. All excavations shall be made, protected and supported as required for safety and in the manner approved by the Califomia Division of Industrial Safety. 4. Compaction of backfill shall be certified by the Geotechnical Technician on site and approved by the Public Works Inspector prior to placement of the pavement. 5. Permanent pavement shall be placed within 5 days of excavation. A minimum of two (2")- inches of temporary asphalt shall be placed within the trench area until permanent repair is completed. The temporary pavement shall be placed and compacted in such a manner as to provide a safe and smooth traveled surface. The Contractor shall maintain the temporary pavement in a safe and smooth condition until permanent paving is in place. -6. Prior -to placing permanent paving, existing pavement shall be sawcut in a clean straight line. Pavement adjacent to the trench that is cracked shall be removed and replaced. 7. All edges of existing pavement being joined or overlayed shall receive tack coat of asphalt emulsion. 8. Trenches of 300 feet or more shall be paved with a self propelled paving machine. 9. Any street paved or resurfaced in the previous 36 months where the trench extends 'from the -curb :more -than Tfeet or -is in -a traveled lane will require -an -overlay25feet in both directions from the centerline of the trench 10. if trench failure should occur, the contractor will be notified of such deficiencies and required to remove, replace -or remedy the failure. upon failure -of the -contractor to promptly comply and under order of the City Engineer, trench failures may be repaired at the contractor's expense. 11. -Bedding material shall be sand, -gravel, crushed aggregate, or select native material having a sand equivalent of not less than 30 and a percent composition by weight conforming to table 200-1.2 (A) A-3 TABLE 200-1.2(A) GIF_VE 6121E 9v' ?Aslstr44 44 too GID -loo 3/91 20-100 No. q0-1sr N-0 8 o -S' ASTM C -4b TEAW GIPAPI I! RECORD DOCUMENT These Record Documents have been prepared r4. �Ess based do information provided by others. The Hq,�Design Professional has not verified the accuracy and/or completeness of this information and shall `�O-6 not a responsible for any errors or omissions y be incorporated herein as a re It 7 o (p TE REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE ORIGINAL BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA p � A-3 _5 aSHOULD CONSTRUCTION OF REQUIRED _; .Q�oFEss/oD&b zmj Zoo i -Z w ow 7�11s rmw � � IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM 361 ALLARD ENGINEERING e"'j �p S. Mq o z R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER �� �a ���� CAPITAL IMPROVEMENT PROJECT PHASE 0 0 © QVisep REPAIR VATAi1. om �I»'�s W Males TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning o ®IRIU'ov-o v 9_Aw I N (0'7 d 29 SHOWN HEREON AND' CARRIED FORTH- IN A ELEVATION: 1365.01, SINCE DESTROYED ___ __ _ 8253" Sierra Avenue y DRAWN BY: SCALE: 0 ��`1 � 8353 SIERRA AVENUE c�o. m NCM -MAG STORM DRAIN IMPROVEMENT PLANS AS NOTED DIAL TWO WORKING -DIUCENT-MANNER, THE CITY -ENGNEER MAY FONTANA, CA 92335 Fontana, California 92335 Exp. 6/ 0/076 DESIGNED BY: APWA D AILS DATE; BEFORE DAYS BEFORE REQUIRE UIRE REVISIONS-. TO THE_ PLANS. TO SITE BENCHMARK (909) 356-1815 Fax (909) 356-1795 "" -Q (909) 350-7610 * * � MARCH, 2005 Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX 909) 350-6618 SW CORNER, SEC. 31, TAN., R.5W,, S.BM.-2 I.P. _ 0� kp �P ( WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF -9�. C V t L CHECKED BY. APP V BY: RAWING NO.: TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date F O� `l -Q 13 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0� CALF F DSH a EtEVAliOI� 1395.16 (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3694 14 FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAIN\PHASE I\WALNUTAVESD13.dwg 11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 825 mm (330.) INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36") TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM 15 825 mm (33') OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APP'LICA13LE WHERE THE MAIN L[NE CONDUIT iS LESS THAN 900 vnm( (360) IN DIAMETER, B. SEE SECTION A - A. THE MAXIMUM S 1 ZE LATERAL THAT MAY BE CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM: THE OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 rnrn (8') THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE END OF THE RCP, SHALL BE: A MINMUM OF 150 mm W). C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE FOLLOWING ALTERNATE SOLUTIONS MUST BE USED. I. PROVIDE A SPECIAL STRUCTURE. 2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE JUNCTION STRUCTURE OR TRANSITION STRUCTURE. 12. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 630 UNLESS OTHERWISE SHOWN. 13. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 14. WHERE A MANHOLE SHAFT - 900 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. 15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. 'WHERE A PRESSURE MANHOLE SHAFT - 914 mm (360) WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. 17. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL VALUES.. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES, EXCEPT REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN' 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 900 mm (36') WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 914 mm (36') WITHOUT REDUCER 63D 610 mm {24") MANHOLE FRAME AND COVER 633 914 mm (360) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP Ill 0 I�8„w AR 4000 Cl AR 4000 D2 0 w 4 3" MAX. SIZE SELECT Wo NATIVE BEDDING 0 COMPACTED TO 95%. ---------------------------------- ... -------------- - - - EXISTING AC ----------- 1n MIN ------ --- 1 MIN n Z CV -6" MAX. SIZE -SELECT _ _ - _ _ - �8g NATIVE BEDDING o COMPACTED NATIVE COMPACTED TO 90%. o I OR BASE -~- iG. 1" MAX. SIZE SELECT NATIVE BEDDING w ;�Qn.- _ci .: -^- COMPACTED TO 90%. O 41 6" MIN. O.D. 6" MIN. 12" MAX. 12" MAX. STANDARD TRENCH REPAIR NOTES: 1. All excavation within the City of fontana-rig ht --of way requires- and excavation permit from the public works department. 2. underground service alert shall be notified 2 working days prior to start of work. (800) 227-2600: 3. All excavations shall be made, protected and supported as required for safety and in the manner approved by the Califomia Division of Industrial Safety. 4. Compaction of backfill shall be certified by the Geotechnical Technician on site and approved by the Public Works Inspector prior to placement of the pavement. 5. Permanent pavement shall be placed within 5 days of excavation. A minimum of two (2")- inches of temporary asphalt shall be placed within the trench area until permanent repair is completed. The temporary pavement shall be placed and compacted in such a manner as to provide a safe and smooth traveled surface. The Contractor shall maintain the temporary pavement in a safe and smooth condition until permanent paving is in place. -6. Prior -to placing permanent paving, existing pavement shall be sawcut in a clean straight line. Pavement adjacent to the trench that is cracked shall be removed and replaced. 7. All edges of existing pavement being joined or overlayed shall receive tack coat of asphalt emulsion. 8. Trenches of 300 feet or more shall be paved with a self propelled paving machine. 9. Any street paved or resurfaced in the previous 36 months where the trench extends 'from the -curb :more -than Tfeet or -is in -a traveled lane will require -an -overlay25feet in both directions from the centerline of the trench 10. if trench failure should occur, the contractor will be notified of such deficiencies and required to remove, replace -or remedy the failure. upon failure -of the -contractor to promptly comply and under order of the City Engineer, trench failures may be repaired at the contractor's expense. 11. -Bedding material shall be sand, -gravel, crushed aggregate, or select native material having a sand equivalent of not less than 30 and a percent composition by weight conforming to table 200-1.2 (A) A-3 TABLE 200-1.2(A) GIF_VE 6121E 9v' ?Aslstr44 44 too GID -loo 3/91 20-100 No. q0-1sr N-0 8 o -S' ASTM C -4b TEAW GIPAPI I! RECORD DOCUMENT These Record Documents have been prepared r4. �Ess based do information provided by others. The Hq,�Design Professional has not verified the accuracy and/or completeness of this information and shall `�O-6 not a responsible for any errors or omissions y be incorporated herein as a re It 7 o (p TE REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE ORIGINAL BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA p � A-3 _5 aSHOULD CONSTRUCTION OF REQUIRED _; .Q�oFEss/oD&b zmj Zoo i -Z w ow 7�11s rmw � � IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM 361 ALLARD ENGINEERING e"'j �p S. Mq o z R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER �� �a ���� CAPITAL IMPROVEMENT PROJECT PHASE 0 0 © QVisep REPAIR VATAi1. om �I»'�s W Males TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning o ®IRIU'ov-o v 9_Aw I N (0'7 d 29 SHOWN HEREON AND' CARRIED FORTH- IN A ELEVATION: 1365.01, SINCE DESTROYED ___ __ _ 8253" Sierra Avenue y DRAWN BY: SCALE: 0 ��`1 � 8353 SIERRA AVENUE c�o. m NCM -MAG STORM DRAIN IMPROVEMENT PLANS AS NOTED DIAL TWO WORKING -DIUCENT-MANNER, THE CITY -ENGNEER MAY FONTANA, CA 92335 Fontana, California 92335 Exp. 6/ 0/076 DESIGNED BY: APWA D AILS DATE; BEFORE DAYS BEFORE REQUIRE UIRE REVISIONS-. TO THE_ PLANS. TO SITE BENCHMARK (909) 356-1815 Fax (909) 356-1795 "" -Q (909) 350-7610 * * � MARCH, 2005 Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX 909) 350-6618 SW CORNER, SEC. 31, TAN., R.5W,, S.BM.-2 I.P. _ 0� kp �P ( WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF -9�. C V t L CHECKED BY. APP V BY: RAWING NO.: TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date F O� `l -Q 13 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0� CALF F DSH a EtEVAliOI� 1395.16 (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3694 14 FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAIN\PHASE I\WALNUTAVESD13.dwg I! RECORD DOCUMENT These Record Documents have been prepared r4. �Ess based do information provided by others. The Hq,�Design Professional has not verified the accuracy and/or completeness of this information and shall `�O-6 not a responsible for any errors or omissions y be incorporated herein as a re It 7 o (p TE REV. REVISION DESCRIPTION DATE I ENGR. CITY DATE ORIGINAL BENCHMARK Prepared By: CITY OF FONTANA, CALIFORNIA p � A-3 _5 aSHOULD CONSTRUCTION OF REQUIRED _; .Q�oFEss/oD&b zmj Zoo i -Z w ow 7�11s rmw � � IMPROVEMENTS NOT COMMENCE WITHIN PREPARED FOR: CITY OF FONTANA BM 361 ALLARD ENGINEERING e"'j �p S. Mq o z R.R. SPIKE IN PP NO. 1536697E AT THE SW CORNER �� �a ���� CAPITAL IMPROVEMENT PROJECT PHASE 0 0 © QVisep REPAIR VATAi1. om �I»'�s W Males TWO YEARS OF THE DATE OF APPROVAL CITY OF FONTANA OF BASELINE AVENUE AND SULTANA AVENUE. Civil Engineering - Land Surveying - Land Planning o ®IRIU'ov-o v 9_Aw I N (0'7 d 29 SHOWN HEREON AND' CARRIED FORTH- IN A ELEVATION: 1365.01, SINCE DESTROYED ___ __ _ 8253" Sierra Avenue y DRAWN BY: SCALE: 0 ��`1 � 8353 SIERRA AVENUE c�o. m NCM -MAG STORM DRAIN IMPROVEMENT PLANS AS NOTED DIAL TWO WORKING -DIUCENT-MANNER, THE CITY -ENGNEER MAY FONTANA, CA 92335 Fontana, California 92335 Exp. 6/ 0/076 DESIGNED BY: APWA D AILS DATE; BEFORE DAYS BEFORE REQUIRE UIRE REVISIONS-. TO THE_ PLANS. TO SITE BENCHMARK (909) 356-1815 Fax (909) 356-1795 "" -Q (909) 350-7610 * * � MARCH, 2005 Y ❑ U DIG YOU DIG BRING THEM INTO CONFORMANCE WITH FAX 909) 350-6618 SW CORNER, SEC. 31, TAN., R.5W,, S.BM.-2 I.P. _ 0� kp �P ( WITH BRASS CAP, C.S.M. AT THE INTERSECTION OF -9�. C V t L CHECKED BY. APP V BY: RAWING NO.: TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFFECT BASELINE AVENUE AND CITRUS AVENUE. David S. Hammer, A.C.E. 43976 Date F O� `l -Q 13 o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 0� CALF F DSH a EtEVAliOI� 1395.16 (expires 6/30/2005) CITY ENGINEER R.C.E. 51152 3694 14 FILENAME: M:\dwg\14908\FINAL DESIGN\STORM DRAIN\PHASE I\WALNUTAVESD13.dwg tie�_:»� _.:_�. ia. ..s. x a:a