The URL can be used to link to this page

Home My WebLink About2686-6--------- - 0 __C CY) =4 LC) (D 0 T L --- ------- 4 __7 L0 < C LL) T L 0) 4f. < + LC) CY) LC) =z: t L 0 T t 4 -4- i T -77T t 7:4 L E 7 7T7F 4 t 4- A W - z T U E_ T. ------- --- --- ----- ----- - F - t 4-- I t -- ---- ----- T_ -7 T t T -i I _7j 7_j - - ---- - ------ ---- --- - -- ----- 4 7=-- 77 -7-7- 77 :F 4- T__ t -4- =+ ----- - - ------ HORIZ. 1 40' L L =7 j VERT. 1 41 L F F\ 10 1 2 13 14 15 CURVE TABLE Number Delta Radius Length Tangent 1 54'37'24" 57.00' 54.34' 29.43' \Pj 27*1842" 100.00, 47.67' 24.30' /7A L \w 234037'24" 38.00' — — — 155.61' 1 /01 n� 100'"21 U, Q INT. STA. 10+00.00 SUFFOLK PL. =STA. 14+13.92 DAY CANYON DR. I U LL, I _j c6 cn Ll co to cn r 0 0 r C04 00 Ld 00 Z qq4 (WIDD. I ;to I 1 1130.5'- 1'- 36.5'1 r, Mq _.4c*4 jo. 60 -1 209 16.5' DAY CANYON DR. SEE SHEET NO. x".). CONSTRUCTION NOTES R % C1_ CONST. 1 20 21 22 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 11. PAD=69.3 PAD=70.2 PAD=7 1 . 1 rA"\,& .1 r-, 7 &CONST. C CROSS GUTTER WITH #4 BAR @ 12" O.C. BOTH WAYS LL- M j -:z 16 16 0 16 0 0 16 b 0 0 23 CONST. C).,two w 00 >-* ch rl_ C-4 6 0 0 CD T_ r- � 0 0 C; C73 7- CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. (__41 x �: + LO >W3: 0 + + 04 16 @7_5:� U) r (0 r*��R co /r5 PUBLIC to Xo w cn-38 En < .,e - L, 1 11 C* I.- �:o Lu + < U11LITY cun EASEMENT in cun) MOUNTING HEIGHT SHALL BE 25. Uj 0 U) 3 cn 04 0 �0 �0 .009 .009 :1717 11-t. ti j �T7.+7 ft 7 i I 1 1130.5'- 1'- 36.5'1 r, Mq _.4c*4 jo. 60 -1 209 16.5' DAY CANYON DR. SEE SHEET NO. x".). .NOTE: SOME GRADE ELEVATION VALUES ARE ABBREVIATED. WHERE AN ABBREVIATED GRADE OCCURS, ADD 1200 TO THE VALUE TO OBTAJN THE ACTUAL ELEVATION., EL8" SEW. 1?6191 TC 8" WA _M1141 __ FL '0- 411.- * .6,-: :14 t: 1717`777 7- CONSTRUCTION NOTES a 1 CONST. 4" A.C. OVER 6" A.B. *FINAL SECTION TO BE DETERMINED AFTER ROUGH GRADING 2 CONST. 6" CURB & GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3 CONST. 4" THICK P.C.C. SIDEWALK (W=4.5') rA"\,& CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. &CONST. C CROSS GUTTER WITH #4 BAR @ 12" O.C. BOTH WAYS G.B. IN GUTTER PORTION. (SIZE PER PLAN) 6 &.1 CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. �__ O -CONST. E.C. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. < 'T - DETAIL 121. 16 @7_5:� CONST. RESIDENTIAL DRIVEWAY (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. &INSTALL w cn-38 5800 LUMEN COBRAHEAD CUT-OFF, LUMINARE, MOUNTED ON A "MARBLE LIGHT" 937 STANDARD. MOUNTING HEIGHT SHALL BE 25. .NOTE: SOME GRADE ELEVATION VALUES ARE ABBREVIATED. WHERE AN ABBREVIATED GRADE OCCURS, ADD 1200 TO THE VALUE TO OBTAJN THE ACTUAL ELEVATION., EL8" SEW. 1?6191 TC 8" WA _M1141 __ FL '0- 411.- * .6,-: :14 t: 1717`777 7- 16 6� 16 24e 25 2 6 00 � C2 0 - cn r- Ir- � +fn + Cq (0 to < < R/W in — -60--.00' –6-0 '00 50.00. .�b -I -I , I* - 00 8 SE 135 T tuyl -, 0-- F 495.84' 01 I - . 0 5' PUBLIC - co UTILITY EASEMENT b (n- c-:0 0 IR 0 0 CD (D 34@ 0 33 S ,&RECORD DRAWING The information on this ftwing is obtaimll from ol.fiers aW must be verified in the field by anyonp prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground &L -A. facilities can be readily seen and verdied by the parfe UK ;ntend to iise sarrie. d %% 9110 9 00 d 0,04W#aAft DO f4% " AA I 9-0a 1* , * - C14 LLJ C14 (D 00 OR zi OD 0) 01 27. OD z 06 N ") 17' + 0 + CD * of CO-) 00 in in L4 4.71; 73.54 TC __Fl B 74.12 73.62 M n(giiiiiiiiiiiii) 111111111JEF&IM I Mim's V H.P. 50.00' 50 00' TOP OF CURB ELEVATION 0 co 0 + F.L. C> + w cco C! Cn 36@ CD 0 935 CN M C EXISTING SPOT ELEVATION G.B. co U) T7 U_ ON CURB co < E.C. 04 LO LO 00 GF! < 'T - En �:o 0 (0 CY) N Olt in 0 0 -r,, w cn-38 0 16 6 CD 937 + Oil 16 6� 16 24e 25 2 6 00 � C2 0 - cn r- Ir- � +fn + Cq (0 to < < R/W in — -60--.00' –6-0 '00 50.00. .�b -I -I , I* - 00 8 SE 135 T tuyl -, 0-- F 495.84' 01 I - . 0 5' PUBLIC - co UTILITY EASEMENT b (n- c-:0 0 IR 0 0 CD (D 34@ 0 33 S ,&RECORD DRAWING The information on this ftwing is obtaimll from ol.fiers aW must be verified in the field by anyonp prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground &L -A. facilities can be readily seen and verdied by the parfe UK ;ntend to iise sarrie. d %% 9110 9 00 d 0,04W#aAft DO f4% " AA I 9-0a 1* , * - C14 LLJ C14 (D 00 OR zi OD 0) 01 27. OD z 06 N ") 17' + 0 + CD * of CO-) 00 in in L4 4.71; 73.54 TC __Fl B 74.12 73.62 M n(giiiiiiiiiiiii) 111111111JEF&IM I Mim's V H.P. 50.00' 50 00' TOP OF CURB ELEVATION 0 FINISHED SURFACE ELEVATION F.L. Z) < w cco C! Cn 36@ CD 0 935 TRACT BOUNDARY / PROPERTY LINE 16 6� 16 24e 25 2 6 00 � C2 0 - cn r- Ir- � +fn + Cq (0 to < < R/W in — -60--.00' –6-0 '00 50.00. .�b -I -I , I* - 00 8 SE 135 T tuyl -, 0-- F 495.84' 01 I - . 0 5' PUBLIC - co UTILITY EASEMENT b (n- c-:0 0 IR 0 0 CD (D 34@ 0 33 S ,&RECORD DRAWING The information on this ftwing is obtaimll from ol.fiers aW must be verified in the field by anyonp prior to use or construction. HALL & FOREMAN, INC. is not responsible for underground facility locations or depictions. All above ground &L -A. facilities can be readily seen and verdied by the parfe UK ;ntend to iise sarrie. d %% 9110 9 00 d 0,04W#aAft DO f4% " AA I 9-0a 1* , * - C14 LLJ C14 (D 00 OR zi OD 0) 01 27. OD z 06 N ") 17' + 0 + CD * of CO-) 00 in in L4 4.71; 73.54 TC __Fl B 74.12 73.62 M n(giiiiiiiiiiiii) 111111111JEF&IM I Mim's V H.P. 0 < 4.30 HP TOP OF CURB ELEVATION 0 z FINISHED SURFACE ELEVATION F.L. Z) V) I G44 I WIL4 0 CD 329 ` 3 1 C16 vyoFESSid L Sol NO. rn r" 0024573 M Exp. 12-31 -05 IV - 'OF C r,q?,OFES D L Ve MR 0:: No. 24573 Exp. 12/31/01 CIVI OF C 4.80 TC H.P. 0 < 4.30 HP TOP OF CURB ELEVATION 0 z FINISHED SURFACE ELEVATION F.L. Z) SHEET MATCH LINE 0 TRACT BOUNDARY / PROPERTY LINE M C EXISTING SPOT ELEVATION G.B. _j U) T7 U_ ON CURB B.C. ul P_j E.C. 04 LO LO 00 GF! LO IT- (6 > 0 @6 00 Z Ui Co 0) + 00 0 LO 0 0) 16 0 * M 0 M 1r__ a- 30 ` `+�-: 29 GUTTER LINE moor & rolemm , nc . morA Civil Engineering - Planning - Surveying - Public Works 545 N. Mountain Ave. Ste. 106 Upland, CA. 91786-9997 - (909) 982-7777 P RED UNDER THE SUPERVISION OF: 1111 Rl--,,Pn L. BOWMAN R.C.E. 24573 DATE: LEGEND:- H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L. M SHEET MATCH LINE TRACT BOUNDARY / PROPERTY LINE 0 EXISTING SPOT ELEVATION G.B. _j U) T7 U_ ON CURB B.C. ul P_j E.C. 04 LO LO 00 GF! LO IT- (6 > 0 (0 CY) N Olt (6 Cd CD + 0 COCO 0 -r,, + 0 rl� C6 M.V.C. COCO + Oil SEWER LINE COCO 7 6 04 0 to + + (6 0 P-46 0 co CD (D CURB FACE—l"O' Cn (n al DETAIL "All. K) rll: CC) NO SCALE co col moor & rolemm , nc . morA Civil Engineering - Planning - Surveying - Public Works 545 N. Mountain Ave. Ste. 106 Upland, CA. 91786-9997 - (909) 982-7777 P RED UNDER THE SUPERVISION OF: 1111 Rl--,,Pn L. BOWMAN R.C.E. 24573 DATE: LEGEND:- H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L. FLOW LINE ELEVATION SHEET MATCH LINE TRACT BOUNDARY / PROPERTY LINE DIRECTION OF FLOW EXISTING SPOT ELEVATION G.B. GRADE BREAK O.C. ON CURB B.C. BEGIN CURVE E.C. END OFCURVE P.R.C. POINT OF REVERSE CURVE P.C.C. POINT OF COMPOUND CURVE B.V.C. BEGIN VERTICAL CURVE E.V.C. END OF VERTICAL CURVE M.V.C. MIDDLE OF VERTICAL CURVE S SEWER LINE W WATER LINE 40' of 40' 80' 120' GRAPHIC SCALE: 1"=40' CITY OF FONTANA, CALIFORNIA DRAWN BY STREET IMPROVEMENT PLANS SCALE: RLM HORIZ: 1" 40' DESIGNED BY FOR VERT: 1 49 DLB & RLM TRACT NO. 15957-3, M4 & —5 DATE: CHECKED BY DLB SUFFOLK PLACE 1/12/99 JOB NO. DR. NO. SHT. NO. 5195 APPROVED r. rl - 9, F 2686 6 OF 8 Ps CITY ENGINEER R.C.E. No. 25126