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HomeMy WebLinkAbout2721-4I - B M ,LJ I V K )NOED 3• R a ( � IF SPUR 2 ALL STEELi •4 0 4. OC +C OF INLETS ROUND Ea"s z s I/2• INLET ELEVATION SECTION C -CC APPLIES AT THIS �.�.,�.�.. POINT SECTION A -A STATION LINE --.,j STEPS T _ 3•R I II I N �\ I II L 4• 1 L+2T-8' l 4- 0 ;OF OPTIONAL BOTTOM GRADE POINTS. SEE NOTE 5 SECTION 6-8 TAZLE OF V LU (ISET IMTE s SECTION PAVED STREET UNPAVED STREET MAX. 1 MIN. MAX. I MIN. A -A 2'-10 1/2' 1 3'-6' a I/ I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER MANHOLE PIPE TO PIPE (ONE OR V""•"""IM FRDMILGAT® eT 1+1E APWA•Aoc ''°"ff C°°'EF"„TNE C°'"'""E BOTH MAIN LINE ID'S 33" OR SMALLER) 321-0 USE WITH STANDARD SPECPICATKM FOR PUBLIC WORKS CONSTRUCTION SNNNT I OF S NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX 13 LESS THAN 2'-10 1/2" FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'. DEPTH M MAY 6t REDUCED TO AN ABSOLUTE LIMIT OF 6' WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 3'-60 OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 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 I. 3. L SHALL BE 4'-0' UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4, T SHALL BE 8' FOR VALUES OF H UP TO AND INCLUDING 8'-0' AND 10' FOR VALUES OF H OVER 8'-0*. 3. 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 615. GRADE 40. AND SMALL TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. I. 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. S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8- 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 14' TO 15' OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. N. THE FOLLOWING CRITERIA SMALL BE USED FOR THIS MANHOLE: A. MAIN LINE 2 33' INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36' TO 42' INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33' OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36' IN DIAMETER. S. SEE SECTION A - A. THE MAXIMUM SIZE 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 8' THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE ENO OF THE RCP, SHALL 8E A M+NWM OF 6'. 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 STANOARD PLAN 324 UNLESS OTHERWISE SHOWN, 14. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. IS. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 324. 16. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 630 24 -INCH MANHOLE FRAME AND COVER 633 36 -INCH MANHOLE FRAME AND COVER 633 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER srAllsrINRD Ptd 321-0 SHEU3OF3 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE ID'S 33" OR SMALLER) DETAIN "N" PLAN EDGES TO 86 0BARS EDGE Of CONCRE M LATERAL B •3 OR •4 0 16. (RINGS AND COVER NOT SHOWN# PLAN BI I SjL NQTr6 W (SHAFT NOT SHOWN) 3. OC SEE NO TE 6 STREET GRADE MANHOLE FRAME TABLE OF TIE DAR STREET GRADE R• 10 Of SPUR AND COVER PER CONCRETE RING= T �C IINCHES) ' STD. PLAN 630 PER STD. PLAN 321 SR4NB 4 Is -••S 16. E BARS At � _� I• SEAT Ir ed 24• OMIT THIS STEP IN PAVED STREETS 24 s 1/2 W W 4-•1 M BARS SEE NOTE 2 _ MAN44DLE 93 TIE BAR 24* d � «, D BARS - SHAFT 16• FOR PAVED 4, PLAN 321 STREETS. 2'-2' 9' (F DETAIL "N" fu 3-M J BARS 4'-6' (RINGS AND COVER NOT SHOMIN FOR UNPAVED '^ T 31- (SEENOTE _ T W W TO INSIDE EDGE OF 31-0 S TREE TS •_= T mmJ ~ <� • "`- 5•x2' PIPE SEAT PIPE SEAT LEVEL. W SFc NOTE 6 c t T L, 3'-6• T ROUND EDGES I/2� AND COVER PER OF INLETS ROUND Ea"s z s I/2• INLET ELEVATION SECTION C -CC APPLIES AT THIS �.�.,�.�.. POINT SECTION A -A STATION LINE --.,j STEPS T _ 3•R I II I N �\ I II L 4• 1 L+2T-8' l 4- 0 ;OF OPTIONAL BOTTOM GRADE POINTS. SEE NOTE 5 SECTION 6-8 TAZLE OF V LU (ISET IMTE s SECTION PAVED STREET UNPAVED STREET MAX. 1 MIN. MAX. I MIN. A -A 2'-10 1/2' 1 3'-6' a I/ I AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER MANHOLE PIPE TO PIPE (ONE OR V""•"""IM FRDMILGAT® eT 1+1E APWA•Aoc ''°"ff C°°'EF"„TNE C°'"'""E BOTH MAIN LINE ID'S 33" OR SMALLER) 321-0 USE WITH STANDARD SPECPICATKM FOR PUBLIC WORKS CONSTRUCTION SNNNT I OF S NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX 13 LESS THAN 2'-10 1/2" FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS. CONSTRUCT SHAFT PER SECTION C -C AND DETAIL 'N'. DEPTH M MAY 6t REDUCED TO AN ABSOLUTE LIMIT OF 6' WHEN LARGER VALUES OF M WOULD REDUCE H IN SECTION C -C TO 3'-60 OR LESS. 2. H (IN SECTION A -A AND B -B) SHALL NOT BE LESS THAN 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 I. 3. L SHALL BE 4'-0' UNLESS OTHERWISE SHOWN. L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. BUT ANY CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER. 4, T SHALL BE 8' FOR VALUES OF H UP TO AND INCLUDING 8'-0' AND 10' FOR VALUES OF H OVER 8'-0*. 3. 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 615. GRADE 40. AND SMALL TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. I. 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. S. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN 8- 10. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636. UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 14' TO 15' OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE LEDGE AT THE SIDE OF THE MANHOLE. N. THE FOLLOWING CRITERIA SMALL BE USED FOR THIS MANHOLE: A. MAIN LINE 2 33' INSIDE DIAMETER OR LESS. (EXCEPTION - IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 36' TO 42' INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33' OR LESS.) STANDARD PLAN 320 OR STANDARD PLAN 322 IS NOT APPLICABLE WHERE THE MAIN LINE CONDUIT IS LESS THAN 36' IN DIAMETER. S. SEE SECTION A - A. THE MAXIMUM SIZE 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 8' THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM THE ENO OF THE RCP, SHALL 8E A M+NWM OF 6'. 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 STANOARD PLAN 324 UNLESS OTHERWISE SHOWN, 14. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 336. IS. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 324. 16. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 329. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 630 24 -INCH MANHOLE FRAME AND COVER 633 36 -INCH MANHOLE FRAME AND COVER 633 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER srAllsrINRD Ptd 321-0 SHEU3OF3 MANHOLE PIPE TO PIPE (ONE OR BOTH MAIN LINE ID'S 33" OR SMALLER) TABLE VALuES FOR D2 F D F 36' ' 6 1/2' ' 78' U 3/4' 39' . 7• 1 84. 42' 7 1/2• 1 90' 13 1/4' 45'! 7 3/4• ' 96' i 14' a6• 1 8' 102. 1 15 1/2' 51' 8 1/2' 1 108' 16- 54- 1 9• 1 114' 1 16 1/2' 57' 1 9 1/4' 1 120' ' 17• 60' , 9 1/2' 126' ' 17' 6 3' 10' 132, 17 1 / 66' ' 10 1/4' 138' 17 I/ ' 69''10 3/4' 144•' 18' 11• FOR UNPAVED ROUND STREETS EDGES -�-� TO i•R W SECTION C -C -TANLE OF VALUES M (SEE NOTLE t PAVED__STRE- T UNPAVED STRE SECTION( -MAX., MIN. MAX. -MIN. A -A 2' -10 1/2-1 3' -6' c -C 8 I/2' i 16' 1 15' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER NOWAMMMMMM 6AW MANHOLE PIPE TO PIPE "ff COOMAMMAIN LINE ID = 36" OR LARGER 320-0 IM1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET / OF 3 NOTES 1, WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'W. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI iS 40' OR LESS. CENTER Of SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SMALL 8£ LOCATED OVER CENTER LINE Of STORM DRAIN WHEN DIAMETER DI IS 48' OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE TFfiE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2.96' OR LESS, L=5'-6*, P= S' S. D2 OVER 96", L=6'-0', P=8' L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED 6'OC. 4. 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. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40, AND SHALL TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. 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. •. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F . SHOWN ON TABLE SM. I. S. D BARS SHALL BE •4 FOR D2=39' OR LESS. •S FOR Dt=42' TO 84' INCLUSIVE AND •6 FOR D2=90' OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 14• TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SMALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 36' INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LINE RCP DOWNSTREAM OR MANHOLE IS 36' TO 42' INSIDE DIAMETER AND MAIN LINE RCP UPSTREAM IS 33' OR LESS STANDARD PLAN 321 SHALL BE USED. B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EOUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 30'. 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 634 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 325. 17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 32111. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SMAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 630 24 -INCH MANHOLE FRAME AND COVER 633 36 -INCH MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ! STAN UM Puw MANHOLE PIPE TO PIPE 320-0 AIN LINE ID=36" OR LARGhM SHEET 3OF3 Underground Service Alert CALL TOLL FREE 1-800 422-4133 TI►0 WORKING DAYS BEFORE YOU DIG PLANS PREPARED FOR KAUFMAte A BROAD ATTN: MR. MICE PEAR 801 CORPORATE CENTER DRM SUITE 201 POMONA, CA. 91768-2641 PHONE: (909) 802-1100 FAX: (909) 802-1111 SIMMONS IL MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH. SEE NOTE 2 S I , 3• MIN. p N 1\ / 1 W H • F" I I � 5 Z( ROUND TO EDGE R --- -- W y� O y� 2 M W N I , u 48 N I I L_ I pl CONNECTOR PIWE OPTIONAL OYTSIa . I 1 EDGES TO 86 0BARS EDGE Of CONCRE M LATERAL ROUNDED •3 OR •4 0 16. SEE NOTE 3 D BARS BI I TO 3' R W 05 0 3. OC. 3. OC SEE NO TE 6 W AU TABLE OF TIE DAR VALUES R• 10 Of SPUR C B T �C IINCHES) ' It' 12 9 4 Is -••S 16. E BARS At � _� I• s Ir 21 S 3' -3' LONG. 24 s 1/2 L J 4-•1 M BARS SEE NOTE 2 93 TIE BAR 6 d 3'-Q' LONG D BARS - 36 6 1/t 4, SEE NOTES & j I DETAIL "N" 3-M J BARS 4'-6' (RINGS AND COVER NOT SHOMIN LONG 3' OC CON' T. F ADD'L. BARS 6' OG (SEENOTE _ TO INSIDE EDGE OF PLAN MANHOLE. SEE NOTE 2 (SHAFT NOT SHOWIN sl PIPE SEAT LEVEL. �I SFc NOTE 6 MANHOLE FRAME E BARS STREET AND COVER PER GnAIDE Z STD. PLAN 630 24 1 17D B�1►RS MANHOLE SHAFT PER STD. . 5' 12• Pipe - o P 11 -4•'2'-4' P c PLAN 324 SEAT 21- I EBARS N TIE BARS GRADE POINTS'. IT STEPS SEE NOTE 4 Tit BAR 5 ` SECTION 0-11 ROUND F F J BARS EDGES • SPRING LINE TO 3'R Ce"CRETE RINGS •4016' OC INLET PER STD. STREET GRADE BOTH WAYS. T�1 ELEVATION PLAN 324 APPLIES AT 5'x I• RING SEAT TO BE USED WHEN �t IS THIS POINT OMIT THIS 7 H BARS 60' OR OVER STEP IN PAVED SEE TABLE SECTION A -A STREETS _- VARIABLE 6 L,;, 6 6 E BARS H BARS 24' •3 OR M 6' TIE BARS 16' FOR PAVED F F J BAAfi STREETS, 2'-2" TABLE VALuES FOR D2 F D F 36' ' 6 1/2' ' 78' U 3/4' 39' . 7• 1 84. 42' 7 1/2• 1 90' 13 1/4' 45'! 7 3/4• ' 96' i 14' a6• 1 8' 102. 1 15 1/2' 51' 8 1/2' 1 108' 16- 54- 1 9• 1 114' 1 16 1/2' 57' 1 9 1/4' 1 120' ' 17• 60' , 9 1/2' 126' ' 17' 6 3' 10' 132, 17 1 / 66' ' 10 1/4' 138' 17 I/ ' 69''10 3/4' 144•' 18' 11• FOR UNPAVED ROUND STREETS EDGES -�-� TO i•R W SECTION C -C -TANLE OF VALUES M (SEE NOTLE t PAVED__STRE- T UNPAVED STRE SECTION( -MAX., MIN. MAX. -MIN. A -A 2' -10 1/2-1 3' -6' c -C 8 I/2' i 16' 1 15' AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER NOWAMMMMMM 6AW MANHOLE PIPE TO PIPE "ff COOMAMMAIN LINE ID = 36" OR LARGER 320-0 IM1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET / OF 3 NOTES 1, WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2' FOR PAVED STREETS OR 3'-6' FOR UNPAVED STREETS. CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL 'W. SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER DI iS 40' OR LESS. CENTER Of SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SMALL 8£ LOCATED OVER CENTER LINE Of STORM DRAIN WHEN DIAMETER DI IS 48' OR LESS. IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 450 WITH CENTER LINE AND OMIT J BARS. 3. L AND P SHALL HAVE TFfiE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2.96' OR LESS, L=5'-6*, P= S' S. D2 OVER 96", L=6'-0', P=8' L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED. D BARS SHALL BE CONTINUED 6'OC. 4. 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. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615. GRADE 40, AND SHALL TERMINATE 1 1/2' CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. 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. •. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F . SHOWN ON TABLE SM. I. S. D BARS SHALL BE •4 FOR D2=39' OR LESS. •S FOR Dt=42' TO 84' INCLUSIVE AND •6 FOR D2=90' OR OVER. 10. CENTER LINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO STANDARD PLAN 635 OR 636 UNLESS OTHERWISE SHOWN. STEPS SHALL BE UNIFORMLY SPACED 14• TO 15" OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24' ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SMALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 36' INSIDE DIAMETER OR LARGER. EXCEPT IF MAIN LINE RCP DOWNSTREAM OR MANHOLE IS 36' TO 42' INSIDE DIAMETER AND MAIN LINE RCP UPSTREAM IS 33' OR LESS STANDARD PLAN 321 SHALL BE USED. B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EOUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTER LINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 30'. 13. MANHOLE FRAME AND COVER SHALL CONFORM TO STANDARD PLAN 634 UNLESS OTHERWISE SHOWN. 14. MANHOLE SHAFT SHALL CONFORM TO STANDARD PLAN 324 UNLESS OTHERWISE SHOWN. 15. WHERE A MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO STANDARD PLAN 325. 17. WHERE A PRESSURE MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER IS SPECIFIED REFER TO STANDARD PLAN 32111. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 324 MANHOLE SMAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36 -INCH WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36 -INCH WITHOUT REDUCER 630 24 -INCH MANHOLE FRAME AND COVER 633 36 -INCH MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER ! STAN UM Puw MANHOLE PIPE TO PIPE 320-0 AIN LINE ID=36" OR LARGhM SHEET 3OF3 Underground Service Alert CALL TOLL FREE 1-800 422-4133 TI►0 WORKING DAYS BEFORE YOU DIG PLANS PREPARED FOR KAUFMAte A BROAD ATTN: MR. MICE PEAR 801 CORPORATE CENTER DRM SUITE 201 POMONA, CA. 91768-2641 PHONE: (909) 802-1100 FAX: (909) 802-1111 SIMMONS IL MAIN LINE RCP OR REINFORCED MONOLITHIC ARCH. SEE NOTE 2 S I , 3• MIN. p N 1\ / 1 W H • F" I I � 5 Z( ROUND TO EDGE R --- -- W y� O y� 2 M W N I , u 48 N I I L_ I vi ITA. POINT CONNECTOR PIWE I I I ` I I 1 3• MI . SEE NOTE 3 STI, POINT 0BARS AND LATERAL USE WITH STANDARD SPamCATiONs< FOR PUKX WORKS CONSTRUCTION •3 OR •4 0 16. SEE NOTE 3 TIE BARS PLAN E AND F BAA$ W SPUR .3 OA •4 • 1e• OC TIE BARS REINFORCING STEEL I G BARS •4 O 6' OC 3' MIN._; / � • l LATERAL/ l LINE STADARD MM 331-1 eowlieni collNECTOA•PI�E STANOAM PLM FRDISIL(iATED BY THE AvwA -Aac im • 0BARS AND 4 0 5 OC USE WITH STANDARD SPamCATiONs< FOR PUKX WORKS CONSTRUCTION •3 OR •4 0 16. OC TIE BARS E AND F BAA$ W 05 0 3. OC. ppoolffWALLREM WTT SEE NO TE 6 W AU TABLE OF VALUES FOR T • B T •' IINCHES) 41MCNEN It' 12 9 4 Is r I• s Ir 21 S It 24 s 1/2 1 1 27 51/2 30 6 W) to 33 6 I/2 36 6 1/t SPRING / / �_ l� TIE BAR$ /ROUND II EDGES EBARS 05 ELEv. R ELEV. S / 0 3. OC G BARS � F BARS •S • �� O 3' OC ' CONCRETE CRADLE. STN URGED H I N 420-C-2000. SEE NOTE 9 SECTION Z -Z SECTION M -M AMERICAN PWLIC WORKS ASSOCIATION - 9OUTWM CALWKMW IA CHAPTER STADARD MM 331-1 eowlieni -PIPE TO PIPE STANOAM PLM FRDISIL(iATED BY THE AvwA -Aac im JUNCTION STRUCTURE (INLET ID >_ 24' OR OD > % MAIN LINE ID 331-1 AND SHIM 1 O1R USE WITH STANDARD SPamCATiONs< FOR PUKX WORKS CONSTRUCTION L THIS JUNCTION STRUCTURE SHALL DE USED WHEN THE OUTSIDE DIAMETER OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE MAIN LINE: OR WHEN THE INSIDE DIAMETER D OF TWE LATERAL IS GREATS# THAN 24'. B SHALL NOT EXCEED 3/4 D OR 39-. j• IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN. D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REOUIRED FOR A REINFORCED MONOLITHIC ARCM. 3. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH THE CONNECTOR PIPE CENTER LINE. 4. VALUES FOR A. S. C AND 0 SHALL SE SHOWN ON THE PROJECT DRAWING'S. ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REOUIRED PER NOTE 5. S. IS. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION OF AN INLET PIPE. t. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN RADIALLY IF ANGLE A IS GREATER THAN 450. B IS LESS THAN OR EOUAL TO 24' AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN 1/2 N OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 7, NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION Of PIPE. B. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAE TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE CENTER OF THE OPENING AND DENT INTO THE TOP AND BOTTOM SLABS Of THE SPUR. 9, THE MAIN LINE SHALL BE REINFORCE© WITH A CONCRETE CRADLE AND ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONCRETE ENCASEMENT SHALL EXTEND 12' ABOVE THE TOP OF THE MAIN LINE AND TO THE LIMITS OF THE CRADLE. IF CONNECTING TO AN EXISTING STORU DRAIN, PORTION Of CRADLE OPPOSITE INLET MAY BE OMITTED. 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 40, ANO •BE PLACED 1 1/2' CLEAR FROM CONCRETE SURFACES. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 6'. N. FLOOR OF THE SPUR SHALL BE STEEL -TROWELED TO THE SPRING LINE OF THE SPUR. AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STADARD MM 331-1 eowlieni JUNCTION STRUCTURE - PIPE TO PIPE INLET ID >_ 24" OR OD >'A MAIN LINE ID /A 1 A5r--OW 0~/A1G p/�/a _4 I REVISIONS APPROVAL DATE APPROVAL DATE 10± Cement grWt Cappin at end •f' q. Nq k laid lengthwise and mortared aside edge of R.C.P. groove 4 �� W OW of p4w (W bnwien) • R it Cc loot! VWA copping ' Irick B nester cleswe ELEVATION PIPE CLOSURE - fiTPE RBE CONNECTION AN2 RISER DETAP, ally IM PW- Wick CM#0-40." C/MNEC7-AW L Type "B'"elesea'6 fm "Cr not ftrW ffm SAN BERNARDINO COUNTY % rov� w specified % theFLOOD CONTROL DISTRICT 36" unless opp Engimw 111 0".Dy TZMPORARY INLET STRUCTURE PL - Un ionMeollow fOr @WftIM hill wnfllll. C.L. 5-9-63 ' FILE NO. S. P 176A 040 cum rAet • -r--_--------�--Y r- re 1•EACNWAM SFMT,SM I 011 LOCAL I FACE FLAW LOW SURFACE -Scoot" * I I LINE s'a I ON 2TSIDES OF I i CUM LINE MA r R 1 -3'2 SLOPt� AMA•NMOeRAIIE I I Dow"ITM. • r C4iY I I I I r I CATCH BASIN I 1 SRPS MANNEE FROMovNosii I 1 1 c > `_ / I I ► . k, --TI t re -1r fi-- / -� -- - �- I!• MAK. _ I • I . _ r� _ I I r'orrwNAL suseRA•E I I' 1 I • ' - 00 MONO TSMC CATCH MSIR r LCONNECTION OPTIONAL RON•NENED r.F I j fell!. Jew (TIK, oelllel (TV►i_� /► SECTION A -A PAS •r 1 sr DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAR 300-1 SHEET 2 OF 2 STWXTURAL DATA STANOAM PLM Pl1o1NAAAM BY THE APWA-Aet +e■I► OeePI uwn ammmwm WALL AND SLAB DIMENSIONS 300-1 AND REINFORCEMENT REQUIRE PM RNV. im REINFORCEME MAX t tF REOUIRED IN W V ppoolffWALLREM WTT W AU i' •' s -iv C; T' It' t 1 • �� 14' 4 i 6 ! I4 Ir e, I IQ It r Ir7 1 1 I 1 • �• W) to v>It' Oft 0)4 st IMWxe •L •r 1 sr DOWEL DETAIL AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAR 300-1 SHEET 2 OF 2 CURB OPENING CATCH BASIN STANOAM PLM Pl1o1NAAAM BY THE APWA-Aet +e■I► OeePI uwn ammmwm CURB OPENING CATCH BASIN 300-1 16114 RNV. im SIN!!T 1 OF t I= WITH STANDARD SPEC19CATIOW FOR PUBLIC WORKS CONSTRUCTION T - c° v44Ax.51.ZE AI riVf ' SOIZ, C0/1�P�lG`T� 91D,� \ 1. WHERE THE %ASMI IS TO K CONSTRUCTED VWTHW THE LIMITS OF EXISTWO OR NXWOSBB SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK, THE TOP SLAB OF THE BASIN MAY BE POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE PROVIDED WITH A WEAKENED PLAN OR A 1 -INCH DEEP SAWCUT CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, COLOR, PMwIM, AND SCOIIMIO TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. IL ALL CURVED CONCRETE SURFACES SHALL BE FOAMED BY CURVED FORMS, AND SHALL NOT W SHAPED BY PLASTERING. S. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTK)MG TO THE OUTLET. 4. DMAENSIONS: B = 3 FEET 2 INCHES V - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET = 4.5 FEET. Vu- THE DIFFERENCE IN ELEVATK)N BETWEEN THE TOP OF THE CURB AND THE INVERT AT THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REOUMIEMENTS OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 12 INCHES. VI - THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE INLET. NOTED ON THE PROJECT PLAN& M = NOTED ON THE PROJECT PLANS. W - NOTED ON THE PROJECT PLANS. A - THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECIFIED, THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE THE CONNECTOR PIPE IS SHOWN AT A -CORNER, THE CENTERLINE OF THE PIPE SHALL INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 3 -INCH PIPE EMBEDMENT, ALL AROUND, WITHIN THE CATCH BASIN WALL, AND 3 -INCH RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL AROUND, ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A' IS LESS THAN 70 DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR PIPE IS LOCATED IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUTTING STANDARD LENGTHS OF PIPE. 6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEM, THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL Be SPACED 12 INCHES APART. THE TOP STEP SHALL BE 7 INCHES BELOW THE TOP TO THE MANHOLE AND PROJECT 2-1/2 INCHES. ALL OTHER STEPS SHALL PROJECT 5 INCHES. 7. DOWELS ARE REOUNRED AT EACH CORNER AND AT 7 FEET ON CENTER (MAXMAL" ALONG THE BACKWALL. S. THE FOLLOWING STANOARD PLANS ARE INCORPORATED HEREIN: ' 306 MONOLITHIC CATCH BASIN CONNECTION 309 CATCH BASIN REINFORCEMENT 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAA 312 CATCH BASIN MANHOLE €FAME AND COVfiR 635 STEEL STEP ON POLYPROPYLENE PLASTIC STEP AMERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANDARD PLAR 300-1 SHEET 2 OF 2 CURB OPENING CATCH BASIN NO rLr ► 1. TREACH PV/07p# VfAILL Asf CONTRO.,ctNE.m TO TVP Of l'/PE ZONe Z. 7pjarHC4gVrPIJV''3 Of ORfiAT4:'R THAN S)wr. 5H4LL HAiI d-DE9LIA TE 6fgOR/NCr- a CL,4561I AO& aA TE SA64r A44 4,556 TNAq /00,0 /At L ENSPry Noor: compAcrloN 5wu. e 9Q % 1H ALt- ZONES UNLC53, QTNfRLII/S& 5PEC1 F/EQ.. TRENCH 57,d611_17Y _10W* ALL COM1`0RM TO U L - 03fiA RffQU/9,=_A45"r1. DRAIN , TRENCH AErAll. mo SCALE BENCH MARK: # 615 BASIS OF BEARINGS: CITY OF FONTANA CALIFORNIA RAILROAD SPIKE AT INTERSECTION TH BEAMING OF9" �Q'BN S"OPIS g TH NOTR H LIN S OF CITRUS AVE. AND LOS CEDROS TOWNSHIP 1 NO TH RANG 5 WE T SAN BERNARDIN O MtRIDIAN AS SHUM AVE.. IN POWER POLE NO. 9011E 58 RECORDPAGOO�F SREUCRQP, I�tguF�V BOOKS ON THE EAST SIDE OF CITRUS AVE. US D A HE BASIS OF'BEARING3 ELEVATION: 1467.59 FM TH S HAP DRAWN BY: SCALE: PREPARED IN THE OFFICE OF SIERRA LAKES MADME AND ASSOCIATES INC .OFESSIp/ CARTER AVENUE SHOWN �Q�o Tav � F� DESIGNED: AS S OF THE INLAND EMPIREQ. STORM DRAIN PLAN 10601 CHURCH STREET.STE. 107 - RANCHO CUCAMONGA. CA 91730 No. 14814 CHECKED: DETAIL SHEET DATE: PHONE (909) 948-1311 * Exp: 3-31-01 * N JOB NO. DWG. NO. SHEET NO.CIVI oO sf' OF Ck i �! 826-1163 APPROVED 29*jr/fp MADOLE R . C . E . 14814 DATE (" C CITY ENGINEER R.C.E. 25126 2 72140F , DETAIL SHT FOR SUMMIT INT. 3U - 21 LO. 2311 P€: 1154 916 13 -Mw -99 12: 15 PM / 8d6-1154- DWG. 154-DWG. DATE: I- IZA - I