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Home My WebLink About2810-20I— C30 A U x 01 LLJ LLJ LIJ cc C/3 4-J CD LO (=1 C) LO C)I CM W'4.0 T C/L -4 dll%-Ir AL i 1+5C 31A 4- WCST R/W EAST RJ a L 28 6 WEST 30 R W ----------- --------- - ------- LO m F— i 00 ao V) V) 0 .... .. 0 -------- (0 30' 00 I T— q— 0 . f 00 0 oo 0 00 110 CY) OC) L0 0 0 0 L 1 08E 00 + 0 0 0 CJD 0 0 I I cy) 00 .64% 2.0o 0 C5 0 + 4%) 0 00 L0 1 08-T-- - L J. -t ta� 00 %J 75N- 00 0 4 LO r 0 5. D&I I --- ---------- - 00 0 x ui -4- - T C44 10-9 00 z 0 0 Z�i I A 1 7+00 (D 00 -j i CY) AL j 0 --T X Z---- - -- --- WEST— Cj 7 00 0 R/W N -3 EAST C/L ------------- 30 28 WEST 69 R W 7' ----- - 00 14- 30 C) (6 00 00 F- 00 0 ED 0— r (0 (0 LO LO 00 (0 00 00 (0 0 0 (0 (0 C; U) 00 00 0) 00 LL - 1 0 0 Aa C> T- 00 0 -1 08)L— 0 0 0) (-4 0 C; 6' 0 + 0 2.()Ox f 0 I v- 95% (0.68%)! 108�r— ------- 1 B 0 '00� (0 (0 0 00 z _STA 00 0) -5 1 B LO LO 0 V) CO 00— (:Y; 0 0 C) x 00 LJ STA 1 +50 0 (m z CO Z- ...... -1 085r-- - 08 a 0 0 L0 x L0 W + T 00 06- 0 WEST T R/W EAST C/L --------- -- . ..... -----R Cf� ------ --- :30' 28 30!- 6 -0- LO C-4 M CF) 00 OG -- - 4A- 0 00 0 0 ui Lr) 0 q* V- 00 00 0 6 u� ui L6 00 0 Lf) 0 00 00 Lf) (10 00 0 Co 0 04 1086— oo -Q9 N-1 00 4- om 0 o 0 0 0 LO 0 0 LO + 14 206 .6 5 1,Q89- 0 1 B 0 00 cy) 0 all 00 OD -4 (6 00 A 00 STA--- 16+ 0 4 ()o z j I A 14 + 00' 0 00 0 0 0, Lo 00 0 *z SIC +0e, ESS r r 10 1 416' 47o io— 47 + 7 0) 4L CD 0 0 —0+5G 0 0+25 No. 42140 0+50i 01+251 +00 0+25! 0+00 p E e LY -V cm EGEND: EXIST. IMPROVEWNT PROPOSED IMPROVEMENT EXIST. ELEVATION PROPOSED ELEVATION (XXXX.Xx) xxxx.xx PLANS PREPARED UNDER THE DIRECTION OF: 7//Z/00 REVISIONS Engineer city No: Description: Approval Date: Approval Date: BENCHMARK: PK NAIL IN LEAD 6.46" WEST OF NORTHERLY CURB RETURN NORTHWEST CORNER OF INTERSECTION OF CITRUS AVENUE AND SAN BERNARDINO AVENUE, CITY OF FONTANA DATUM. ELEVAT�ON 1136.67 Consulting Engineem 225 WEST HOSPITAUTY LANE, SM 206 SAN BERNARDINO, CA 92408 (909) 381-3666. FAX (909) 381-4175 Drawn by�:� K.L. Designed by: J.M./R.E. RONALD P. SHELDON R.C.E. #32180 IDATIE MY REGISTRATION EXPIRES 12-31-2000 E Checked by: J.M./R.S. WES7 2T-4 — ----- i ---------- ------ t R/W EASTI, 3 C) un )01 04 C L 00 0 C) L -4- 00: 30 28 + WEST R W 0 0 0 301L, 06 o6 o6 a LO + 00 0 00 0 00 0 001 00 OQ K) I m o6 0D 00 10� N 10+4 OD Xi LAJ (Z) 0c) 0 00 00 Lf) ------ 0 0) 0 z (0 t - 1080- 00 Z� 0 0 a6 00 0 0-) F— PO 00 -N Lri 06 7 ocr 0 0 r-: 00 2 CY) 0 Luji 01 1 01 0) 11-0 Cj z + + 2. illillill 0 0 Ci 00 0 N 00 04 .07%) P0 LO + lof DOC* 5 +LY r -%-v- A ZAA 15+50' 4 T C/L -4 dll%-Ir AL i 1+5C 31A 4- WCST R/W EAST RJ a L 28 6 WEST 30 R W ----------- --------- - ------- LO m F— i 00 ao V) V) 0 .... .. 0 -------- (0 30' 00 I T— q— 0 . f 00 0 oo 0 00 110 CY) OC) L0 0 0 0 L 1 08E 00 + 0 0 0 CJD 0 0 I I cy) 00 .64% 2.0o 0 C5 0 + 4%) 0 00 L0 1 08-T-- - L J. -t ta� 00 %J 75N- 00 0 4 LO r 0 5. D&I I --- ---------- - 00 0 x ui -4- - T C44 10-9 00 z 0 0 Z�i I A 1 7+00 (D 00 -j i CY) AL j 0 --T X Z---- - -- --- WEST— Cj 7 00 0 R/W N -3 EAST C/L ------------- 30 28 WEST 69 R W 7' ----- - 00 14- 30 C) (6 00 00 F- 00 0 ED 0— r (0 (0 LO LO 00 (0 00 00 (0 0 0 (0 (0 C; U) 00 00 0) 00 LL - 1 0 0 Aa C> T- 00 0 -1 08)L— 0 0 0) (-4 0 C; 6' 0 + 0 2.()Ox f 0 I v- 95% (0.68%)! 108�r— ------- 1 B 0 '00� (0 (0 0 00 z _STA 00 0) -5 1 B LO LO 0 V) CO 00— (:Y; 0 0 C) x 00 LJ STA 1 +50 0 (m z CO Z- ...... -1 085r-- - 08 a 0 0 L0 x L0 W + T 00 06- 0 WEST T R/W EAST C/L --------- -- . ..... -----R Cf� ------ --- :30' 28 30!- 6 -0- LO C-4 M CF) 00 OG -- - 4A- 0 00 0 0 ui Lr) 0 q* V- 00 00 0 6 u� ui L6 00 0 Lf) 0 00 00 Lf) (10 00 0 Co 0 04 1086— oo -Q9 N-1 00 4- om 0 o 0 0 0 LO 0 0 LO + 14 206 .6 5 1,Q89- 0 1 B 0 00 cy) 0 all 00 OD -4 (6 00 A 00 STA--- 16+ 0 4 ()o z j I A 14 + 00' 0 00 0 0 0, Lo 00 0 *z SIC +0e, ESS r r 10 1 416' 47o io— 47 + 7 0) 4L CD 0 0 —0+5G 0 0+25 No. 42140 0+50i 01+251 +00 0+25! 0+00 p E e LY -V cm EGEND: EXIST. IMPROVEWNT PROPOSED IMPROVEMENT EXIST. ELEVATION PROPOSED ELEVATION (XXXX.Xx) xxxx.xx EAST E E R/W �IST. XtST T- — — R V- R/ W 6 ------ 33 30' C( a. 01-1 LJ ee 0 LL- qt Lo pe) 47) Lo (n L0 L6 Cy) 0 0) L0 (0 0 0 00 0 Lr) 0 0 0 C14 14- 0 0 i rdj e4N CO L0 Lo (N (.0 0 CY) (m r- u') LO Lr) Lr) C,� 0 0 0 0 + 0 (0 0 + 00 Cq u') - ------ 0 2 00 000� 1.09&-- + - + + ftft" 5 0 0) ---- -- - ---- -- T STA- 2`1+00 EAST; R/W 1 WEST EAST' R/W R/W I C ------------ -- — ----- - ----- ---- 3W C Uji C:) 4 C:) 3: V) M I a) 0 x 0 0 L0 04 0 (C) LAJ N (6 rs- ui 4-- 4-- 4 0 00 log ui 0 i I L0 0 L0 0 Lfi 0 -J LO 0 0 00 ! + Lo 0 u') C) 40 J LO C-4 - 00 0 + C'4 CF) 0 00 0� + C; 0 04 CA - .0 6 5 t 4 STA 20+77.53 T- J- 4 L0 0 ST 1-o JW! t 4 EAST 1 WEST C L R/W D Au - -------- 3W 6 30 Cy) 04 r) 0 04 m Doo F— Lr) 0 0 C 00 C) W) to Lf) --o N C) N N Z cl� 0. 0) N C� (y) 0) CY) 0 04 (D o 0 0 C) V) N 0) N o + ------ CF) 0 Ld + 00 0 K) Z 00 o — C14 Lf) 0 C) 00 0 + 0 OP, 1 1,092 52 P 1 B 4 STA 18+ 50! a. - --- ------- .3 ----------- L ST W -40, f ------- ----------- WEST ----- ---------- — -------- - ------ ------------ R/W C L EASTI R/W 30'� t 0 36 6 1) 0 00 0 Lf) �Lnn �17 CY) C'� 00 COV F-0- I - -------- ICY (7) N F- C) N + V) V) CF) LA 0 C) Z LL- 00 (C) 01 CY) a) A.- A f" 0 N f 0 00!00 x 0 CY) 06 LAJ 0 0 0 OD Z LO 0 0 C%4 C-4 0 CF ISO Lf) + PO oo, 2. qZ 1 B -4- ()0' STA .18+00 4 i f N LL- qcoy) 0 1r00 -- N M 0 + ILI 0 ]CONY) -tolo --- -------- ------ - --------- --------- - ------- -J 0, 0 :50 —0+50� 0 + —0+25; +00 +25 +50 0 NOTES 0 8" CURB AND GUTTER CONSTRUCT 5.0' SIDEWALK 4m THICK 0.4' AC OVER 0.5' AB PLANS PREPARED UNDER THE DIRECTION OF: 7//Z/00 REVISIONS Engineer city No: Description: Approval Date: Approval Date: BENCHMARK: PK NAIL IN LEAD 6.46" WEST OF NORTHERLY CURB RETURN NORTHWEST CORNER OF INTERSECTION OF CITRUS AVENUE AND SAN BERNARDINO AVENUE, CITY OF FONTANA DATUM. ELEVAT�ON 1136.67 Consulting Engineem 225 WEST HOSPITAUTY LANE, SM 206 SAN BERNARDINO, CA 92408 (909) 381-3666. FAX (909) 381-4175 Drawn by�:� K.L. Designed by: J.M./R.E. RONALD P. SHELDON R.C.E. #32180 IDATIE MY REGISTRATION EXPIRES 12-31-2000 E Checked by: J.M./R.S. 2T-4 — ----- i ---------- ------ 3 C) un )01 04 00 0 C) 00: 2. L1701 + EAST E E R/W �IST. XtST T- — — R V- R/ W 6 ------ 33 30' C( a. 01-1 LJ ee 0 LL- qt Lo pe) 47) Lo (n L0 L6 Cy) 0 0) L0 (0 0 0 00 0 Lr) 0 0 0 C14 14- 0 0 i rdj e4N CO L0 Lo (N (.0 0 CY) (m r- u') LO Lr) Lr) C,� 0 0 0 0 + 0 (0 0 + 00 Cq u') - ------ 0 2 00 000� 1.09&-- + - + + ftft" 5 0 0) ---- -- - ---- -- T STA- 2`1+00 EAST; R/W 1 WEST EAST' R/W R/W I C ------------ -- — ----- - ----- ---- 3W C Uji C:) 4 C:) 3: V) M I a) 0 x 0 0 L0 04 0 (C) LAJ N (6 rs- ui 4-- 4-- 4 0 00 log ui 0 i I L0 0 L0 0 Lfi 0 -J LO 0 0 00 ! + Lo 0 u') C) 40 J LO C-4 - 00 0 + C'4 CF) 0 00 0� + C; 0 04 CA - .0 6 5 t 4 STA 20+77.53 T- J- 4 L0 0 ST 1-o JW! t 4 EAST 1 WEST C L R/W D Au - -------- 3W 6 30 Cy) 04 r) 0 04 m Doo F— Lr) 0 0 C 00 C) W) to Lf) --o N C) N N Z cl� 0. 0) N C� (y) 0) CY) 0 04 (D o 0 0 C) V) N 0) N o + ------ CF) 0 Ld + 00 0 K) Z 00 o — C14 Lf) 0 C) 00 0 + 0 OP, 1 1,092 52 P 1 B 4 STA 18+ 50! a. - --- ------- .3 ----------- L ST W -40, f ------- ----------- WEST ----- ---------- — -------- - ------ ------------ R/W C L EASTI R/W 30'� t 0 36 6 1) 0 00 0 Lf) �Lnn �17 CY) C'� 00 COV F-0- I - -------- ICY (7) N F- C) N + V) V) CF) LA 0 C) Z LL- 00 (C) 01 CY) a) A.- A f" 0 N f 0 00!00 x 0 CY) 06 LAJ 0 0 0 OD Z LO 0 0 C%4 C-4 0 CF ISO Lf) + PO oo, 2. qZ 1 B -4- ()0' STA .18+00 4 i f N LL- qcoy) 0 1r00 -- N M 0 + ILI 0 ]CONY) -tolo --- -------- ------ - --------- --------- - ------- -J 0, 0 :50 —0+50� 0 + —0+25; +00 +25 +50 0 NOTES 0 8" CURB AND GUTTER CONSTRUCT 5.0' SIDEWALK 4m THICK 0.4' AC OVER 0.5' AB PLANS PREPARED UNDER THE DIRECTION OF: 7//Z/00 REVISIONS Engineer city No: Description: Approval Date: Approval Date: BENCHMARK: PK NAIL IN LEAD 6.46" WEST OF NORTHERLY CURB RETURN NORTHWEST CORNER OF INTERSECTION OF CITRUS AVENUE AND SAN BERNARDINO AVENUE, CITY OF FONTANA DATUM. ELEVAT�ON 1136.67 Consulting Engineem 225 WEST HOSPITAUTY LANE, SM 206 SAN BERNARDINO, CA 92408 (909) 381-3666. FAX (909) 381-4175 Drawn by�:� K.L. Designed by: J.M./R.E. RONALD P. SHELDON R.C.E. #32180 IDATIE MY REGISTRATION EXPIRES 12-31-2000 Checked by: J.M./R.S. ITY OF FONTANA ENGINEER -114G DIVISION FONTANA AUTOMALL Scale: STREET CROSS SECTK)NS AS SHOWN CATAWBA AVENUE Date: STA. 14+00= TO 19+3M 7 P —10-00 F,,&:1W- lhw&+� 7-/a-00 Dwg. No. Approved. AtVe CITY ENMNEER R.C.E. 2sj-2&40qr04 2810 I S8J N:\2050\006\SHEETS\STXCl l.DWG PLOT SCALE 1'= 1* L