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HomeMy WebLinkAbout2776-2_ r 32+00 33+00 SEE STORM DRAIN IMP. PLANS FOR SAN SEVAINE ROAD STA. 33+00.00 BC m 0 JOIN EXISTING Q BEGIN 60" RCP LAT A - - S44'36 Lij 1472.76 BOT 18"SD LAT A-1 # 1 1467.96 TOP 8 SS 5,44- MATCHLINE - 35+36.98 E 0 STA. 1 +37.46 7 ._ END LAT A-2 .. 5 C.B. 2 10_d W= 5' V=4.5' _ r 32+00 33+00 SEE STORM DRAIN IMP. PLANS FOR SAN SEVAINE ROAD 1468.58 TOP 6 -DI 1471.57 BOT 60"! 1470.25 TOP 8-51 SCALE: 1 " = 40' LINE A CURVE DATA TABLE W e _ _.__. 1 y _. WJ J w - ay_ A._. 77 n' I w 34+00 STA. 33+05.65 EC = STA. 1 +00 LAT A- _ �- STA. 33+00.00 BC m 0 JOIN EXISTING Q BEGIN 60" RCP LAT A - - S44'36 Lij 1472.76 BOT 18"SD LAT A-1 # 1 1467.96 TOP 8 SS 5,44- MATCHLINE - 35+36.98 E 0 STA. 1 +37.46 ry- END LAT A-2 W 5 C.B. 2 10_d W= 5' V=4.5' J 10+00 m 4 � STA. 33+90.61 m BC i 5 1471.42 BOT 60"! 1468.58 TOP 6 -DI 1471.57 BOT 60"! 1470.25 TOP 8-51 SCALE: 1 " = 40' LINE A CURVE DATA TABLE W e _ _.__. 1 y _. WJ J w - ay_ A._. 77 n' I w 34+00 STA. 33+05.65 EC = STA. 1 +00 LAT A- _ �- - - ,-� m ., 4 . - . _ .._ m. 1+20.51 i - 712`16" N END C.B. LAT A-1 # 1 END LAT B-' 5,44- MATCHLINE - 35+36.98 E 45.02 co M 5 20 I 35+00 10_d W=9' V=4.5' � 10+00 12+00 13+00 14+00 15+00 0! RADIUS m STA. 1+20.51 i - 712`16" N END C.B. LAT A-1 # 1 END LAT B-' 5,44- MATCHLINE - 35+36.98 E 45.02 co M 5 20 I 0'� 10_d W=9' V=4.5' � 00 ui 1474.99 BOT 36" SD 4 � I- -O m II II 3 > i 5 Q m v 34.84 N (N G 45.00 z z ao1474.91 ui BOT 36"ISD It 15 (6 N � -J,*m LO F- 1473.22 TOP 8 S rn r n II o v r Z 10+24.94 E V + +L r- 10+52.46 INE B M zQ o+ =INT 1+00 LA B-1 3 LAT B-1 _ • • m 34+66.28 BC / RADIUS m \ STA. 1 +20.51 1474.67 BOT 60"SD i 45.02 712`16" N o B END LAT B-' 1471.6 TOP 6 DW MATCHLINE - 35+36.98 E 45.02 co M 90101,01" 70.70 SEE SHEET 3 10_d O � 00 ui 1474.99 BOT 36" SD GRANITE PEAK � I- -O m II II 3 > 1473.46 TOP 8" SS AVENUE I - AD rn 34.84 ci G 45.00 28'3827" (6 ui 5 It 0)) M (6 N � � LO F- c000 T- 00 r T CURVE RADIUS DELTA LENGTH TANGENT A 45.02 712`16" 5.66 2.83 B 45.00 90'1'31" 70.71 45.02 C 45.00 90101,01" 70.70 45.01 D 45.00 16'50'38" 13.23 6.66 E 45.00 45'01'31 35.36 18.65 F 45.00 44'21'31 34.84 18.35 G 45.00 28'3827" 22.49 11747977] a V PO c0 00 r- d- 9- - 14-00.20'.53"E Ir N(0 REINFORCEMENT REOUIREMENTS C4 (0 MAX WX , IF N m C,J (0N F- a• 00 V) 00 N 1- mO OPTIONAL SUGMIADE i LCOMECTOR PW' m0 _ `q'ooleYi0eM0.a1Mw J 4.0 NM') 3.3 NOrl *DO M(8•) 230 -*W) 90•-4�j{�� Z D Oto INSTALL 24" 00 t` t� m �t ## r rn ' m� �� co M O.- O � INSTALL 60" 1 i PER PROFILE. q6 h � 0 • • STA. 1+45.97 LAT END LAT B-2 S89*37'36"E _\ 1 +38.62 EC C.B. # 4 5 STA. 1+12.45 BC 11 (14 I W=12',� � 1 LAT B-3 CJI V=4.5 STA. 1+34.89 EC ::#z L0 20'I 20' Fmn I A7 - _ . d- 4 201, 20' GRAYS PEAK AVENUE 1 RECORD DRAWING TMW MW C*WA 06 HAW OM I w ~1 ON "s 04aw OF N+Powrrmoi+COMmm AND FURNIe11E0 BY Cr+' ft- THE ANLL NOR N FAMPONIM FOR AW EAROR6 OR COAINMOW vw4ft HAVE IM MOORPOfilItEO INTO THE DOaM/Ens Ad A RESULT T#ff OF. N 1487.03 INV D 1486.56 TOP 24 SD 16+05.43 END LINE B 00 . Ian v3>Q_Tj 4p F I II II I II I MT. WILSON LANE PLAN QAC IVYFT€(4 �S88NwCMs L WALL AND SLAB DIMENSIONS AND REINFORCEMENT REOUIREMENTS SIANOARO PIAN 300-2 SHEET IOF2 o MAX WX , IF 13 p 13 (0N I A °° N V) 00 N 1- INi•1 I.9 NS.S'Y 3.3 Nor) 20o MIG•) zoo .Ns•) W2 OPTIONAL SUGMIADE i LCOMECTOR PW' m _ `q'ooleYi0eM0.a1Mw J 4.0 NM') 3.3 NOrl *DO M(8•) 230 -*W) 90•-4�j{�� Z D 11 INSTALL 24" Q Q m O W m O 00 (n (0 V) co M 00 N + O � INSTALL 60" RCP, D -LOAD PER PROFILE. q6 h tri - vi It 0)) M (6 N � N dam' LO F- c000 T- 00 M Im r Z V 0'- LL � 0 • • STA. 1+45.97 LAT END LAT B-2 S89*37'36"E _\ 1 +38.62 EC C.B. # 4 5 STA. 1+12.45 BC 11 (14 I W=12',� � 1 LAT B-3 CJI V=4.5 STA. 1+34.89 EC ::#z L0 20'I 20' Fmn I A7 - _ . d- 4 201, 20' GRAYS PEAK AVENUE 1 RECORD DRAWING TMW MW C*WA 06 HAW OM I w ~1 ON "s 04aw OF N+Powrrmoi+COMmm AND FURNIe11E0 BY Cr+' ft- THE ANLL NOR N FAMPONIM FOR AW EAROR6 OR COAINMOW vw4ft HAVE IM MOORPOfilItEO INTO THE DOaM/Ens Ad A RESULT T#ff OF. N 1487.03 INV D 1486.56 TOP 24 SD 16+05.43 END LINE B 00 . Ian v3>Q_Tj 4p F I II II I II I MT. WILSON LANE PLAN QAC IVYFT€(4 �S88NwCMs L STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REOUIREMENTS SIANOARO PIAN 300-2 SHEET IOF2 a MAX WX , IF ullal. y, Y FRONT REAR BOTTOM €NO la 1300 .•n nrNwL: ,8 Q7� YA N3.5') 2.4 ISO Iw46'i 150 1- INi•1 I.9 NS.S'Y 3.3 Nor) 20o MIG•) zoo .Ns•) W2 OPTIONAL SUGMIADE i LCOMECTOR PW' 6 _ `q'ooleYi0eM0.a1Mw SECTION A -A 4.0 NM') 3.3 NOrl *DO M(8•) 230 -*W) 90•-4�j{�� 1 •, 1.8 Ni'1 '59.Ni•1 200U�/ 11 INSTALL 24" RCP, D -LOAD DOWEL DETAIL STRUCTURAL DATA WALL AND SLAB DIMENSIONS AND REINFORCEMENT REOUIREMENTS SIANOARO PIAN 300-2 SHEET IOF2 REINFORCEMENT MAX WX , IF REQUIRED IN y, Y FRONT REAR BOTTOM €NO JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 331-2. WAIL WALL BLAS WALL YA N3.5') 2.4 ISO Iw46'i 150 E �+j�/ i f% / 1 i iF O 17/ R 77 R �€ INi•1 I.9 NS.S'Y 3.3 Nor) 20o MIG•) zoo .Ns•) W2 2.0 MT) 1,9 Ni`7 ISO .Ni'1 150 M[69 0 M7'1iD0 .N8.1 200 rnNB•1 --W-, l,0 N14'1 1,2 N♦1 Ki0 Ml8.1 150 rNNY1 2.4 WWI ISO -(W) 200 .NYI 4.0 NM') 3.3 NOrl *DO M(8•) 230 -*W) INSTALL 18" 1.2 N4'1 150 MIi'1 MO .NYC •, 1.8 Ni'1 '59.Ni•1 200U�/ 11 INSTALL 24" RCP, D -LOAD /y I 2.a M8') NO"Ill 20D M(e•1 INSTALL 36" E� [ w3 N10'i ]00 WHIG 2" .Nlo•t 1© %fT f✓ /0 3.5 NIYI 200 Mlih 2Se .NN'1 AMERICAN PU" WORKS ASSOCIATION - SOUTHERN CALIFORNM CHAPTER - CURB OPENING CATCH BASIN SIANOARO PIAN 300-2 SHEET IOF2 U9E WITH WNGIANDI MNKSFICATIONG FOR PUGUC WORKS DOMOTMIOTXW - m SSIIIIDEWALK OR ISERE THE BASIN CONTIGUODUSBE CTOS SUCH SIDEWALK. THE TRUCTED WITHIN THELIMITS SLAB OFXT EI PROPOSED BASIN MAY BE POURED EITHER MONOLITXIC WITH THE SIDEWALK OR SEPARATELY, USING TME SAME CLASS OF CONCRETE AS IN TE BA91N. WHEN POURED MONOLITHICALLY THE SIDEWALK SMALL Be PROVIDED WITH A WEAKENED PLANE OR A 25 I.MI') DEEP SAWW'T CONTINUOUSLY AROUND THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SMALL CONFORM IN SLOPE GRADE. COLOR, FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE SHAPED BY PLASTERING. FLOOR OF BASIN SHALL BE "'YEN A STEEL TROWEL FINISH AID SMALL HAVE A LON61TU0'NAL AND LATERAL SLOPE OF 112 MINIMUM MID 1:3 MAXIMUM. EXCEPT YMERE THE UTTER GRADE EXCEEDS S PERCENT. IN WHICH [ASE THE LONGITUDINAL SLOPE OF THE FLOOR SMALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. DIMENSIONS: B 970 V TME DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF THE CATCH BASIN AT THE OUTLET • 1.35 .14.59. VU• THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT OF NOTEM3.EBUT SMALL NOT BE LESSIDTHAN CURBSHALL S FACE PLUS 500 �02REOUIREMENTS V, • THE E DIFFERENCE IN ELEVATION BETWEEN THE TDP OF TCURB AND TILE INVERT OF THE INLET, NOTED ON THE PROJECT PLANS. N • NOTED ON THE PRO ECT 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 13 ATTACHED. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECT- j FIE,. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. WHERE TME CONNECTOR PIPE 1S SHOWN AT a CORNER. THE CENTERLINE OF THE PIPE SMALL INTERSECT TYLE INSIDE CORNER OF THE BASIN. TME PIPE MAY BE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM GO m.IS'1 PIPE EMBEDMENT, ALL WOUND. WITHIN THE CATCH BASIN WALL. AND 75 ARN3•) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL WOUND. ADJACENT TO PIPE ENOS. A MONOLITHIC CATCH BASIN CONNECTION MI BE 70 DEGREES I"OR GREOTEIERR CTHAN 110 DEGREES OR WHENEVER ASIN UTNE COONNECTOR PPE S13 LOCATED IN A CORER. THE OPTIONAL USE OF A MONOUT171C CATCH BASIN CONNECTION IN ANY CASE IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. STEPS SHALL BE LOCATED AS 6HOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL STEPS SHALL BE SPACED 300 Mt121 APART. THE TOP STEP SHALL BE 175 mW?') BELOW THE TOP TO THE MANHOLE AND PROJECT 65 R.N2-1/21. ALL OTHER STEPS SMALL PROJECT 130 DOWELS ARE REOUIREO AT EACH CORNER AND AT 2 "PI ON CENTER (MAXIMUM) ALONG THE 8ACKWALL, THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN 308 IgNOLi TMIC CATCH BASIN CONNECTION 300 CATCH BASIN FACE PLATE AS 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR 312CATCH BASIN MANHOLE FRAME AND COYER 635 STEEL STEP 6 36 POLYPROPYLENE PLASTIC STEP DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL. j VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS 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- JIBERICAN PUBLIC WORKS ASSOCIATION - SOUTHERN CALIFORNIA CHAPTER STANWO PUW 300-2 CURB OPENING CATCH BASIN S,EET 20F2 CONSTRUCTION NOTES BASIS OF BEARINGS: CITY O F FO NTANA, CALIFORNIA O CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 332-1. O CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. NO. 331-2. ® CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 322-1. 05 CONSTRUCT CATCH BASIN PER A.P.W.A STD. NO. 300-2. 1 p INSTALL 18" RCP, D -LOAD PER PROFILE. 11 INSTALL 24" RCP, D -LOAD PER PROFILE. 0 INSTALL 36" RCP, D -LOAD PER PROFILE. 1© CONSTRUCT MANHOLE PER A.P.W.A. STD. NO. 321-1. 15 INSTALL 60" RCP, D -LOAD PER PROFILE. ® JOIN EXISTING RCP. JOB N0. _ 4 126 96 BENCH 8=17 NS BASIS OF BEARINGS: CITY O F FO NTANA, CALIFORNIA .C,E. BRASS CAP IN CONCRETE S.C.E. AP IN CO 3' LEG, 343 N�0 HIGHLAND TOWER LE THE BASIS OF BEARINGS FOR THIS MAP IS THE SOUTH LINE OF THE NORTHEAST AVE., MI. SAN RD., 2.65 MI W ALONG QUARTER OF SECTION 26, TOWNSHIP 1 NORTH, RANGE 6 WEST SAN W ON ON PUBLIC WORKS DEPARTMENT SEVAINE HIGHLAND AVE., FROM SIERRA AVE. 1428.6090 ELEVATION:__-_-_--- MERIDIAN, SHOWN AS N 89'37''3636""W A MAP FILED IN BOOK 88 PAGES 26 THROUGH 42, INCLUSIVE, OF SURVEY RECORDS OF SAN BERNARDINO COUNTY. F c� DRAWN BY: TR 15 8 3 9 -1 SCALE: PREPARED IN THE OFFICE OF MADOLE AND ASSOCIATES, INC. ;4"- ., ) STORM DRAIN IMPROVEMENT PLANS it `t^ O) DESIGNED - CE THE INLAND EMPIRE �. 10601 CHURCH STREET STE. 107' I E� � RANCHO CUCAMONGA, CA 91730 3-31-0 PHONE (909) 948-1311 * OF CAIS�� J.M. MADOLE R� .E.14814 �DAT� LINEA (33+0� TO 35+36.98) & LINE B CHECKED: DATE • 9/16/99 JOB N0. _ 4 126 96 APPROVED �a`�� `t�� �iI✓tf M k411(JI4r- CITY ENGINEER R.C.E. 25126 DWG. N0. ��� SHEET N0. 2 OF 4 REVISIONS APPROVAL DATE APPROVAL DATE