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HomeMy WebLinkAbout2300-DBENCH MARK SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY OF RANCHO CUCAMONGA BM 10103 1987" AT SOUTHEAST CORNER OF HERMOSA AVENUE & WILSON AVENUE, AT END OF CURB RETURN. ELEV.= 1781.647 � THE BENCHMARK ID NUMBER IS 10103, AT ELEVATION 1781.647 DATUM: NGVD 29, o i 1987 roz I i FINISHED SURFACE `� I HORIZ.: VERT.: 1 "= 40' 1"= 4' 0 J a U (n 19, d� M£ I I EX. 24� R¢P: PER DWG IrjO 1 40` EX. 30' RCP PER DWG NO. 4 it + r' g„W 10 3 +36.94 PIPE 24" SD 1489.39 BOT. / 8" SEWER= t4d?.6'- 0P ,-._.. AT "A-1" V NI $Oa31 '46" W =75°00'00" pp =19.7 cfs 12 -FT PUBLIC - . STORM DRAMµ I , FAS LINE »'A f.. rF� y TRAPEZOIDAL CHANNEL PER CALIRANS DRAINAGE PLANS D -4, 411 CON7TiACT N0. 08- 443411 Y ( f} P F t E.C. PROPOSED 8" SEWER M. H. N0. �;� 2 +80.40 LINE j, =1 +00.00 LAT "A -1" 3 v z rA STA 1 +32.16 LINE � TRAPEZOIDAL CHANNEL B =5', H =4', SIDE SLOPE =1: 1 =0 +94.16 LINE "A" 1485.40 FL ,m-5-FM@. Iroaroc, -3.13 Concrfi-- rebioe (sto e a s own on plans 12" minimum all around pipe BEARING /DELTA RADIUS LENGTH II W 41008'20" 22.50' r ti 8.44' OB =film 22.50' 12.40' 6.36' CONST. CONCRETE PIPE CONNECTION WITH CONCRETE LINED TRAPEZOIDAL CHANNEL PER SBCFCD STD. PLATS NO. SP 200A. (A =76 035'12 ", B =0.63) 10 CONSTRUCT WATER CROSSING PER DETAIL HERON { EXIS77NG GROU VD = I Y oW WSE= 1493.60 I r H.G.L.(100) . o ° t _ I' f488.83) (1 0 R -, S -0:01 , 7Z) 1495 ! c� H.G.T.: 100 &6. - WSE =1492.87 i m J w d o o F� pfd 5 =0.01 �B I 1490 y Wy N d } v 1%r p E , rr 010o 22.2 21 2 I 4 t } ro . (148343 fc.f.s. Vwx ='7. .p.s. �a k a � 1485 � a rn Otoo _ 6 c.f.s. c' cc ci c o z V;wtx= 5 f,Ps; z _z OtUa= 19.7 c.fs.__ w Vmux= 6.3 fP.s. I INST.. 178.54 L.F. " R.C.P. 1500 -�D 30 ( ) INST : . 5374 L.F. 1.81' INST 6.35 L.F. 4" R.C.P. (2000 -D 24" R.C.P. 2000 -D PROFlLE SCALES 2 L/NE n' A '3 4 � ` ��-i LA "A -1 " HORIZ.: VERT.: 1 "= 40' 1"= 4' 0 J a U (n 19, d� M£ I I EX. 24� R¢P: PER DWG IrjO 1 40` EX. 30' RCP PER DWG NO. 4 it + r' g„W 10 3 +36.94 PIPE 24" SD 1489.39 BOT. / 8" SEWER= t4d?.6'- 0P ,-._.. AT "A-1" V NI $Oa31 '46" W =75°00'00" pp =19.7 cfs 12 -FT PUBLIC - . STORM DRAMµ I , FAS LINE »'A f.. rF� y TRAPEZOIDAL CHANNEL PER CALIRANS DRAINAGE PLANS D -4, 411 CON7TiACT N0. 08- 443411 Y ( f} P F t E.C. PROPOSED 8" SEWER M. H. N0. �;� 2 +80.40 LINE j, =1 +00.00 LAT "A -1" 3 v z rA STA 1 +32.16 LINE � TRAPEZOIDAL CHANNEL B =5', H =4', SIDE SLOPE =1: 1 =0 +94.16 LINE "A" 1485.40 FL ,m-5-FM@. Iroaroc, -3.13 Concrfi-- rebioe (sto e a s own on plans 12" minimum all around pipe Varies yonas 2„ e4 bars x (evenly spaced around concrete pipe a 1" radius (typ.1 Shape to match I.D. of pipe �/•4 bar hoop x CD C. •4 bar hoops x 7p{ -` \ ®12 "OC C�_ (total 2 Typical channel wall reinforcing -� tiTyp +cai Trapezoidal Channel SECTION ` a "a 6�re .,A.. BEARING /DELTA RADIUS LENGTH II W 41008'20" 22.50' CS 8.44' Varies yonas 2„ e4 bars x (evenly spaced around concrete pipe a 1" radius (typ.1 Shape to match I.D. of pipe �/•4 bar hoop x CD C. •4 bar hoops x 7p{ -` \ ®12 "OC C�_ (total 2 Typical channel wall reinforcing -� tiTyp +cai Trapezoidal Channel SECTION ` a "a 6�re .,A.. Flow 90• — L Trapezoidal channel 1 ti on s hown n th I n PLAN NOTE Diameter of concrete pipe, ante A" and dimension S to be as shown on the pions. CONCRETE PIPE SAN BERNARDINO COUNTY CONNECTION DETAIL FLOOD CONTROL DISTRICT eev,aw"a "«n. n I An ABM OR CONCRETE R.L.H. 5 -9 -69 LINED TRAPEZOIDAL CHANNEL mx rro. NO SCALE S.P. 200A NOTE: PERMITS SHALL BE OBTAINED FROM CALTRANS AND CUC4MONG4 COUNTY WATER DISTRICT FOR ANY WORK WITHIN THEIR RIGHTS -OF -WAY. CALTRANS PERMIT NO. 08- 10 -6 —DD -0809 LINE 'A" CURVE DATA O BEARING /DELTA RADIUS LENGTH TANGENT O 41008'20" 22.50' 16. 16' 8.44' OB =film 22.50' 12.40' 6.36' CONST. CONCRETE PIPE CONNECTION WITH CONCRETE LINED Flow 90• — L Trapezoidal channel 1 ti on s hown n th I n PLAN NOTE Diameter of concrete pipe, ante A" and dimension S to be as shown on the pions. CONCRETE PIPE SAN BERNARDINO COUNTY CONNECTION DETAIL FLOOD CONTROL DISTRICT eev,aw"a "«n. n I An ABM OR CONCRETE R.L.H. 5 -9 -69 LINED TRAPEZOIDAL CHANNEL mx rro. NO SCALE S.P. 200A NOTE: PERMITS SHALL BE OBTAINED FROM CALTRANS AND CUC4MONG4 COUNTY WATER DISTRICT FOR ANY WORK WITHIN THEIR RIGHTS -OF -WAY. CALTRANS PERMIT NO. 08- 10 -6 —DD -0809 LINE 'A" CURVE DATA O BEARING /DELTA RADIUS LENGTH TANGENT O 41008'20" 22.50' 16. 16' 8.44' OB 310,35'12" 22.50' 12.40' 6.36' O N U � 0 INSTALL 2" AIR RELEASE AND VACUUM RELIEF VALVE PER = — — — — — FINISHED SURFACE CITY STD. 4102 (1493.5 + 1-) Q II 11 W -II �3U`,II 51 5, o� MIN. MIN. U" 45° BEND (TYP.) W II I ° OP OF EX. 8" PIP (S= 0.0076) — — — 1488.8 + / -) — — — — — — — — — — 5= 0.0076 EXIST. 6" CML &C WATER \ MIN. / EXIST 8" CML &C WATER VARIES -j L­ VARIES 450 BEND (TYP.) \\1486 OTTOM OF 30" STORM DP41N PIPE 8" PROPOSED CML &C WATER .60P OF 8" WATER PIPE 1485.60 1O6 WATER CROSSING DETAIL NOT TO SCALE PLOTTED BY: rachel NO. DESCRIPTION OF REVISION DATE CITY APP'D CITY OF RANCHO CUCAMONGA TRACT 18032 STORM DRAIN PLAN LINE "A" ROW 2011— 00229 APPROVED BY DATE Cg' CITY ENGINEER - R.C.E. No. 53672 DESIGN REC DED GG © ER &ASSOCIATES I R V I . R V N E I N C DRAWN PLANNING " ENGINEERING " SURVEYING SHEET G G Throe Hughes • Irvine, CA 92618 • PH: (949) 583 -1010 - Fx: (949)583 -0759 5 of 5 CHECKED R.C.E. No. 28781 DRAWING No. JCL JAMES C. LANE it Exp. 12/3T/ 12 DATE FILE N0. 02:58 PM FA 0650 \Engineering Tract 18032\1 sheet05.dwg Ci 0 0 2 CL �W w 2 ai LW V) IN `O o �co 3� CONSTRUCTION NOTES 10 INST. 24" R.C.P. (SEE PROFILE FOR D -LOAD) 10 INST. 30" R.C.P. (SEE PROFILE FOR D -LOAD) 10 CONST. MANHOLE NO. 1 PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 318 10 CONST MONOLITHIC CATCH BASIN CONNECTION PER CITY OF RANCHO CUCAMONGA STD. PLAN NO. 308 10 CONST. CONCRETE PIPE CONNECTION WITH CONCRETE LINED TRAPEZOIDAL CHANNEL PER SBCFCD STD. PLATS NO. SP 200A. (A =76 035'12 ", B =0.63) 10 CONSTRUCT WATER CROSSING PER DETAIL HERON PLOTTED BY: rachel NO. DESCRIPTION OF REVISION DATE CITY APP'D CITY OF RANCHO CUCAMONGA TRACT 18032 STORM DRAIN PLAN LINE "A" ROW 2011— 00229 APPROVED BY DATE Cg' CITY ENGINEER - R.C.E. No. 53672 DESIGN REC DED GG © ER &ASSOCIATES I R V I . R V N E I N C DRAWN PLANNING " ENGINEERING " SURVEYING SHEET G G Throe Hughes • Irvine, CA 92618 • PH: (949) 583 -1010 - Fx: (949)583 -0759 5 of 5 CHECKED R.C.E. No. 28781 DRAWING No. JCL JAMES C. LANE it Exp. 12/3T/ 12 DATE FILE N0. 02:58 PM FA 0650 \Engineering Tract 18032\1 sheet05.dwg Ci 0 0 2 CL �W w 2 ai LW V) IN `O o �co 3�