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HomeMy WebLinkAbout2737-c-8101.09 TC 1 7 T 6.6 7.7 ' 100.46 F 101I ON CURB ON CURB ON CURB ON CURB CUR ON CURB 100.34 TC PROPOSED TOP OF CURB x9.87 FL -- _ _ -_ ..� 100.03 TC 99.78 TC or EXISTING TOP OF CURB � PROPOSED FINISH SURFACELo v Lol 99.36 FSh- ui co + 99.11 FS --_ _ co -- Q`-- -- 'r! U N - O" )o602 --- 0 02X 98.00 FS `- 1` '- -- . _ 98.16 97.95 TC TC 97.77 Tc PKOPOSM GUTTER 97.50---- . FLOW LINE Fs 9712 FL00 uj o OR 96.94 FL m cu N ' `-- + 96.1 '- + INP BOTTOM OF 6"PVC V PIPE (SEWER) U U U Z CD 00 d. to Lo m � TOP OF 24 RCP PIPE (STORM) I � �N N ui N N M I N r U N N N PROPOSED 1 93.49 LF 24"RCP CATCH � S=0.0100 BASIN 1 I 0 W 15.37 LF 24"RCP � 93.6 1 rn c S=0.0100 Iuv + O x INV to c(0 W a 7 + , I R r 50 �� � I PROPOS ED 15.3 L m O 0 I I CATCH 24„RCP S=0.0300 21.90 LF I BASIN + S=0.0304 IN 1 91.40 1+00 PROFILE SCALE: HORIZ 1"=l0' VERT. 1 "=1' 1+50 STREET CONSTRUCTION NOTES: 0 -CONSTRUCT BARRIER CURB PER SSPWC STANDARD PLAN NO. 120-1, TYPE A1-200(8) Q*"_CONSTRUCT CROSS GUTTER PER SSPWC STANDARD PLAN NO. 123-1 (DII-CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. DETAIL 105A 4Q --CONSTRUCT CONCRETE BUS PAD PER SSPWC STANDARD PLAN NO. 131-1 _CONSTRUCT DRIVEWAY Bic REPLACE CURB/GUTTER TO MATCH EXISTING 69RELOCATE BUS STOP PER CITY INSPECTOR 77 --PROTECT IN PLACE Sa-SAWCUT do JOIN SEWER CONSTRUCTION NOTES: i!t CONSTRUCT 8" SEWER LATERAL PER PER CITY OF FONTANA STD. DETAIL 125 d12 CONSTRUCT SEWER CLEANOUT BOX PER CITY OF FONTANA STD. DETAIL 125 B STORM DRAIN CONSTRUCTION NOTES: &CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN 300-2 W=14', V=7.08' (SEE SHEET C-3 FOR DETAIL) STRUCTURAL NOTE: PROVIDE #4 REBAR O 12" O.C. THROUGHOUT W/LOCAL DEPRESSION PER A.P.W.A. STD. PLAN NO. 313-1 CASE A, H=4" CONSTRUCT CATCH BASIN PER A.P.W.A. STD. PLAN NO. 300-2 W=10', V=6.77' (SEE SHEET C-3 FOR DETAIL) STRUCTURAL NOTE: PROVIDE #4 REBAR A 12" O.C. THROUGHOUT W/LOCAL DEPRESSION PER A.P.W.A. STD. PLAN NO. 313-1 CASE A, H=4" --CONSTRUCT DRAINAGE INLET TYPE OL PER CALTRANS STD. PLAN D72 L=14', H=5.67' (SEE SHEET C-3 FOR DETAIL) W/FACE ANGLE PER CALTRANS STD. PLAN D74C do GUTTER DEPRESSIONS PER CALTRANS STD. PLAN D78 24 CONSTRUCT 146 LF 24" R.C.P. D -LOAD 2,000 S=0.0100 25 CONSTRUCT 15 LF 33" R.C.P. D -LOAD 2,000 S=0.1875 R=22.50' 26 CONSTRUCT CONCRETE COLLAR FOR RCP PER SSPWC STD. PLAN NO. 380-2 2 CONSTRUCT 21 LF 24" R.C.P. D -LOAD 2,000 S=0.0125 28 COORDINATE CROSSING W/FONTANA WATER COMPANY 29 POLE TO BE INSTALLED AFTER CONSTRUCTION OF STORM DRAIN FACILITIES 30 SUPPORT POLE DURING CONSTRUCTION W/SCE APPROVED METHOD RELOCATION NOTES: 4A GUY ANCHOR do POLE TO BE RELOCATED BY OTHERS B POLE TO BE REMOVED BY OTHERS C TRAFFIC SIGNAL FACILITIES TO BE RECONSTRUCTED - SEE SHEETS C-9 do C-10 UTILITY NOTE: ALL WORK AFFECTED BY POWER POLE RELOCATION, REMOVAL OR WITHIN 20 FEET OF EXISTING FACILITIES SHALL BE COORDINATED WITH SOUTHERN CALIF. EDISON. CONTACT NORM OSHMAN OR FRAN STEWART, SCE SERVICE PLANNER AT 909-357-6221 TO SCHEDULE A PRE -CONSTRUCTION MEETING. II I I I n � .. II I n C_------ I n I I 1 51' n I I I n C496 84 T I II PRoPosm RI► LINE I v b 96 17 FL I II n- EXISTING RIOW LINEV, C.n { UL I7MATE CURB U E i j �=�.���� li , III n IQLD I• � Q ' 1 } II u 28 , 23 f > n n n n n n n n n n n i ECR n j '- u I = 96.769�1.09{ , 1_4 95..09 FL 21 4'INV i II II li ii ii li �I I� li li II i1 II II �I� u I 0 (i� ►11 I I I .. _ m ii i1 II II i � �� IIII 97.03 F'S III III 11 II it li 11 it III I I III ii ii li 41 Ii li III � � I� " N '4' 7' v � I II III I I �' I 45T 7.6 II II li li II li I I I III it li II it it li III � III III li ii II li II II III I I III li II II li II II III �� �t � I 7 � (POLE � . I II III I 1� I ii II ii II it it II I I III II II it it ii II III ,y� 1 I 31 s F- Ii�-JII II II i1 it li it JII I I III II ii {I ii ii !! %II �} II I� 6 29'R 45.00'L 13.2 0 --J L ---I L----��---�1----��----1-t--� .___�----------- ---------------------�I I i ILL __ �' ---- �'`----��-----t�----�.�---��_-� i � 2 Obt , L.L. CURVE TAB I + I ________-- iy; I� so." s0. ±FROM � � �-JJJ-IJJJJ.J_J7 /� 1 -le � � IN MAN LINE C 1 D=2715"58* R=50.00 L=23.79 PROPOSED SEWER I I L�-LZz-LZ-iZZZZZ-LZz-i-Zz . -CLATERAL SEE "1 QC2 D=2T1558 R=40.00 L=19.04 I I � z z z z� .. SKEET C-4 C3 D- 44 24 55 R-_ 25.00 L= 19.38 2+ 25.28 - ('s) 0 , , i ►� I ♦ 0 � � , m LEGEND: AC ASPHALT TG TOP OF GRATE CO CONCRETE TS TRAFFIC SIGNAL SL STREET LIGHT PB PULL BOX WM WATER METER WV WATER VALVE OH OVERHEAD UTILITY LINES BW BACK OF WALK FF FINISHED FLOOR FS FINISHED SURFACE FG FINISHED GRADE HP HIGH POINT GB GRADE BREAK TC TOP OF CURB FL FLOWLINE CF CURB FACE (X) EXISTING XXL► DIRECTION & RATE OF FLOWN LIGHT DELINEATION SHOWN HEREON INDICATES EXISTING BOLD DELINEATION SHOWN HEREON INDICATES PROPOSED CONST. SSPWC INDICATES STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SAID MANUAL IS ALSO KNOWN AS THE "GREEN BOOK z GRAPHIC SCALE 18 o s 10 20 (;4 D=44 24 55 R=10.00 L=7.75 © 12 INV=96.20 I I 24"INV=91.40 I c C5 D=39008'56' R=.22.50' L=15.37' 11) o 0+81.47 C4 2+36.45 CA / I 24 INV=93.62 rC5 C2 3 3 24 C3 C5 \ 97• 3 DIA. POLE 97.091 - \ CEO _Q_ � I 99.78 T 9&6 29 / \, A C C �1 9/(DRWY.) 7 3 100.03 T 1 991111 /99.68 TC � °� 4 98.00 FS � 3 B 99.36 FS 99.01 F 2 21 W�14' _ @___ _ 1 __- (C.B.)- O -"�- } _ _ _ C4 22 W-10' i \ 2.30X -___ -- � 1.83X 1.83% 2.02X �► i _ v o 25 Mt04 wC4 . Q trQ OfC OZ 09 O `'. Q d g N i -moi i __11L 3 GO 9� 0-% -7Z- to a 89.30 r\ t ori `� U 26 u,, '�.-- o as W U PROPOSED WATER LINE BY OTHERS U �J I / U 8 U U U m c U m U \ / + m CL m a. W U m ( i r - Z 0 tff O /N 00 Lo ata► OIt r--. * II 00 0N r_: V)N N I '3 + + + O N d* ob + N M V3 O O O + + + +N + + + + I L r- r- V_ N N N N F - CITRUSAVENUE(srsTom �) LI N00'11 13 E 230.04 I � INV=93.98 MIN. FIELD VERIFY ( IN FEET ) 1 inch - 10 !t. Underground Service AWi TWO WORKING DAYS BEFORE YOU DIG A�-i�u1uT Gd CALTRANS PERMIT N0. 08 -98 -6 -MC -1256 REV. I REVISION DESCRIPTION I DATE I ENGR.I CITY I DATE PLANS PREPARED BY: �o Q�cFEssp�� DAVID R, GRAY .9 hCe y 2510-G LAS POSAS ROAD #255 N0. 37438 CAMARILLO, CA 93010 Exp. 6/30/00 * 805-987-3945 805-987-1655 FAX J� CIVIC 9� OF rA\.\F\J , JUL 0 7 'iM REGISTERED CI ENGINEER NO. 37438 STORE # 014-05372 16108 FOOTHILL BOULEVARD FON TAN A, CA CITY OF FONTANA, CALIFORNIA STREET & STORM DRAIN PLAN DESIGN BY: FOOTHILL BOULEVARD sCAL1E» G.C. -10, DRAWN BY: and DATE: G.C. CITRUS AVENUE NOV. 199s CHECKED BY: APPROVED �/� DWG. NO. D.G. 2737 U %%14AA mxft. CITY ENGINEER JOB N0. N45 MAY 1990 SN 601-01