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HomeMy WebLinkAbout2686-5JE7 + V) Ln F LC) Ln _C_U 0 < 4 < Lj ICY) LLj_ + - 4 Ln CY) 4 T L T _Tt t r F :> 4-- - A I L E E L - - -------- -4 L --- -------- ------- ------- t T_ -- ------- - - L T------ -4 -- -------- ----- ------ -7 T- 4 G IF - ------ ----- -------- - t r :=F L - - - - - - - - - - P ------ ----- 7= t HORIZ. 1 40' _T VERT. 1 =4p 10 11 12 13 14 15 4 4 t .-E i f . M LO C5 LO + GUTTER LINE LL_ (0 tc� (0 C; 0-i �_L.L_ 0 -14- to + Coco LO 0-i r-- 1--U- 04 toLo w r000 + V) CD rl- DETAIL '$A$$ C� C� NO SCALE Number Delta LO Length �_LL_ LO 2718'41 LO j000 V_ > + 54837'24" to 0 K5 C-4 + - CDCO 0 234*37'24" 0-i �_L.L_ 0 -14- to + Coco LO 0-i r-- 1--U- 04 toLo w r000 + V) CD rl- DETAIL '$A$$ C� C� NO SCALE Number Delta Radius Length /A -N 2718'41 100.00, 47.67' 24.30' 3 54837'24" 57.00' 54.34' 29.43' N 234*37'24" 38.00' 155.61' INT. STA. 10+00.00 VICKSBURG PLACE =STA. 16+43.92 DAY CANYON DR. U CONSTRUCTION NOTES & 9 4" A.C. OVER 6" A.B. *EINAL 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') 00 N 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. LL. co 5 P UBLIC G4 UTILITY M ER WITH #4 BAR @ 12" O.C. BOTH WAYS >1 IN GUTTER PORTION. U NOTE: SOME GRADE ELEVATION VALUES ARE ABBREVIATED. WHERE AN ABBREVIATED GRADE OCCURS, ADD 1200 TO THE AL ELEVATION. I _j LL_ 14) in 00 to to 00 :` 0) 00 z I'04'E bo CONSTRUCTION NOTES & 9 4" A.C. OVER 6" A.B. *EINAL 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 r CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. < Cn co 5 P UBLIC G4 UTILITY M ER WITH #4 BAR @ 12" O.C. BOTH WAYS 0 IN GUTTER PORTION. 6 CONST. ACCESS RAMP PER CITY OF FONTANA STD. DETAIL 104A. to CONST. CURB INLET LOCAL DEPRESSION PER CITY OF FONTANA STD. co < T- DETAIIL 121. 16 CONST. RESIDENTIAL DRIVEWAY (MAX. 16') PER CITY OF FONTANA STD. DETAIL 102. (0 + INSTALL 5800 LUMEN COBRAHEAD CUT–OFF LUMINARE, MOUNTED ON A "MARBLE LIGHT" V) L4 b STANDARD. MOUNTING HEIGHT SHALL BE 25' NOTE: SOME GRADE ELEVATION VALUES ARE ABBREVIATED. WHERE AN ABBREVIATED GRADE OCCURS, ADD 1200 TO THE AL ELEVATION. I _j LL_ 14) in 00 to to 00 :` 0) 00 z I'04'E bo . 10. 1] 1�0, Tj 20' % DAY (ANYON DR. SEE SHEET NO. 3 PAD=65.7 7 : r-_ 0 LL_ M C14 M Ul 0 w ca,j U0 0 : LO -T + Cc Lo CID oin + >. . . V_ C1 �_; in 3: cn 45. 1 TC 2 PAD=66.7 + co e n GO 11 TIC &J -p 8" WAT.- 7,t * . , -J.-I * --* I - I * . .. . _. _. . _ - .1 _. M g—o.0-0 PAD=67.7 4 to r, 50.00' 5 G 9 + C4 W LO z + 16 to r- + 04 LO CID U) in < Cn co 5 P UBLIC G4 UTILITY M + It 0 'Zo 00 C*4 0 If - t- to L4 V) co < T- V) L4 (0 -i T_ F_ < to -i CID (0 + =11 En V) a V) L4 b b U) L4 V) G4 b — 50.00, 1 b < 50.00 0 0 LL_ 0 0 0 0 V) M < C) C) C) C) C) 2 cn 20 19 18 17 16 15 14 N 5' q 041 36 ' r- . 10. 1] 1�0, Tj 20' % DAY (ANYON DR. SEE SHEET NO. 3 PAD=65.7 7 : r-_ 0 LL_ M C14 M Ul 0 w ca,j U0 0 : LO -T + Cc Lo CID oin + >. . . V_ C1 �_; in 3: cn 45. 1 TC 2 PAD=66.7 + co e n GO 11 TIC &J -p 8" WAT.- 7,t * . , -J.-I * --* I - I * . .. . _. _. . _ - .1 _. M g—o.0-0 PAD=67.7 4 to r, 50.00' 5 G 9 + C4 W LO z + 16 to r- + 04 LO CID U) 0 R/ + < Cn co 5 P UBLIC G4 UTILITY M + It 0 'Zo a LO 0 + 04 to < L4 Cn 50.00 (0 7 R/w 50. (0 8 50.00' 150.00" 9 50.00' C4 W LO z b 0 16 to r- + Ci LO LO r_ + 0 R/ + 0 Ix 0 00 + 0 + It 0 'Zo a C*4 0 If - t- to L4 V) co < T- V) L4 (0 -i T_ F_ < to -i CID (0 + =11 En V) a V) L4 b b U) L4 V) G4 b — 50.00, 1 b < 50.00 0 0 0 4 5.67' 50.00' 150.00" 5roff- 50.00' 50.00 50.00' 28. 4 L__' to r- + —a– _Lr0 + 0+ LO r_ + 0 R/ + 3 + 0 00 + 0 + 0 0 0 0 _0 5' PUBLIC C*4 0 If - K) 0 0 mt 0 0) Uj < r- Z co < T- Co r- I— < r-- (0 -i T_ F_ < to -i CID (0 + =11 En V) a V) L4 b b U) L4 V) G4 b V) L4 b V) b b < ch 0 0 0 0 0 0 0 V) M < C) C) C) C) C) 2 cn 20 19 18 17 16 15 14 13 5' Recora T.� 1 71.21 TC C 00 C14 1 0 19 71.31 TC 20 70.81 FL 70 TIC 71. 0 HP IR CO 00 to 12 ri 6 (�16 C� N Co 3 AiRLUUNU URAvvii4G L N information on this draOng is obtaiw! from olhers aW CID Y09A ISIA I <7 must be verified in the ield by an �jiior to use or ca NO. sz I Uj CO24573 construdon. HALL & I'MMEMAN, INC. is riot responsible for &p. 12 -31 -OS under round facility locations or depictions. Al above ground civil facill s can be rea* seen and verified by the parfia "" UK OF C AU ;ntend to Ilse smm. STA. 14+96.54 RADIUS POINT 1��OFES moor Nelmcm Inc. D L mor.. Civil Engineering Planning Surveying Public Works 0 No. 24573 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 (909) 982-7777 Exp. 12/31 /01 clvk\� - E SUPERVISION OF: Of- CA�Qj RICHARD L. BOWMAN R.C.E. 24573 DATE: LEGEND: w 10 1�10 + FINISHED SURFACE ELEVATION M FLOW LINE ELEVATION SHEET MATCH LINE 16 En EXISTING SPOT ELEVATION G. B. C 00 C14 1 0 19 71.31 TC 20 70.81 FL 70 TIC 71. 0 HP IR CO 00 to 12 ri 6 (�16 C� N Co 3 AiRLUUNU URAvvii4G L N information on this draOng is obtaiw! from olhers aW CID Y09A ISIA I <7 must be verified in the ield by an �jiior to use or ca NO. sz I Uj CO24573 construdon. HALL & I'MMEMAN, INC. is riot responsible for &p. 12 -31 -OS under round facility locations or depictions. Al above ground civil facill s can be rea* seen and verified by the parfia "" UK OF C AU ;ntend to Ilse smm. STA. 14+96.54 RADIUS POINT 1��OFES moor Nelmcm Inc. D L mor.. Civil Engineering Planning Surveying Public Works 0 No. 24573 545 N. Mountain Ave. Ste. 106 Upland, CA 91786-9997 (909) 982-7777 Exp. 12/31 /01 clvk\� - E SUPERVISION OF: Of- CA�Qj RICHARD L. BOWMAN R.C.E. 24573 DATE: LEGEND: 40' 09 40' 80, 120' I GRAPHIC SCALE: 1"=40' CITY OF FONTANA, CALIFORNIA DRAWN BY STREET IMPROVEMENT PLANS SCALE: RLM HORIZ: 1" 40' FOR DESIGNED BY VERT: 1 49 TRACT NO. 15957-3, -4 & -5 DATE: 1/12/99 DLB I'll- — JOB NO. Zf. 7 r D R. N 0. SHT. NO. 5195 APPROVED — T. C. TOP OF CURB ELEVATION F. S. FINISHED SURFACE ELEVATION F. L. FLOW LINE ELEVATION SHEET MATCH LINE DIRECTION OF FLOW EXISTING SPOT ELEVATION G. B. 0. C. B.C. BEGIN CURVE E.C. P.R.C. POINT OF REVERSE CURVE P.C.C. POINT OF COMPOUND CURVE B. V. C. VE E.V.C. M. V. C. MIDDLE OF VERTICAL CURVE S SEWER LINE W WATER LINE 40' 09 40' 80, 120' I GRAPHIC SCALE: 1"=40' CITY OF FONTANA, CALIFORNIA DRAWN BY STREET IMPROVEMENT PLANS SCALE: RLM HORIZ: 1" 40' FOR DESIGNED BY VERT: 1 49 TRACT NO. 15957-3, -4 & -5 DATE: 1/12/99 DLB I'll- — JOB NO. Zf. 7 r D R. N 0. SHT. NO. 5195 APPROVED —