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HomeMy WebLinkAbout4937-2- 1150 LT EXIST. FINISH SURFACE OF CROWN @ 8' LT. cn cn u - U) u- CD Lei. <D M — CD 1" + CD LL- �;:z f - co -7 cn M cu UD m cu Ln Ll- f-, cu L+CD cn co C) Lo M Ll- c' iF + + (0.92%) Lo cu cu Ln Ln CD cu Ln (1.00%) cn CD + . Cu U-1 cu Ln Lo C�j 1�z 01 (123%) LL- + CD cu Ln Lo LO Cu Ln cu + 52%) + M c) m <D cu LO cu (1.55%) (n + . M c) M CD cu u U-) cu CD + 1150 C/L C> Lo cu 1150 C/L C> o'i n Lu + cq PROPOSED TOP OF 6 CURB @ 10' RT. m EXIST. TOP OF 8" CURB @ 10' RT r- (1,32%) cr (D cu (1.58%) Lu C-) cr Lu C-0 EXIST. TOP OF 8 CURB @ 10' RT. cz m cr M i cc u co X Lu m O u Lu CD u u CD 0i CD 17 -F + . cli I Go C�o I-- CD M in Lo U-) 1150 RT cc �3 F— + cj + . cu a + CD 1.75%) c\j 'T cu --------- ni .99t) Li - ti cp 22 23 I/\Pj\l 0 33, 3 — 22 2 -2-1 22 ,L KF-=DlPRAWlN6 C-) Imo— CD cu M Ln co m C) co c"i Lo 1.75% CD PROPOSED TOP OF 6 " CURB @ 10' RT. Ln m CD L m Ul * + cu + + cu ";T 0" Cu 1.13% I la X -GUTTER FLOWLINE S:� Ln I-- . CE: Ln Z: 1150 LT r- + 111 Lu -i m 0 I < 3: 0- cn u W EXIST. FINISH SURFACE @ C/L cn cn p z 1\1 ui u- cn 10 Fi cn Fi LL- co U-) cn C> + oo EXIST. FINISH SURFACE C/L ci m u-) w CD Lo + C\j Ln LL CD r tP J- cn En + cu LL C> Lo LL (D + . (D n M Ln (1.02%) cu 0� u -i F- LL M LL cn (D 01) 8 + Lo LD c\j cu (1.12%) C) co Ln M c� + . cu n (1.22%) OD 00 01) m . . M cn cn u- C) cn + ai 'q "r - C"j oj p I — -- U-3 C\,j p (0.83%) (1.06%) (1.24%) (n CD N cu + cp Cu co C� e — — (1.18%) (0.77%) cc (1.55%) (n + . M c) M CD cu u U-) cu CD + 1150 C/L C> Lo cu 1150 C/L C> o'i n Lu + cq PROPOSED TOP OF 6 CURB @ 10' RT. m EXIST. TOP OF 8" CURB @ 10' RT r- (1,32%) cr (D cu (1.58%) Lu C-) cr Lu C-0 EXIST. TOP OF 8 CURB @ 10' RT. cz m cr M i cc u co X Lu m O u Lu CD u u CD 0i CD 17 -F + . cli I Go C�o I-- CD M in Lo U-) 1150 RT cc �3 F— + cj + . cu a + CD 1.75%) c\j 'T cu --------- ni .99t) Li - ti cp 22 23 I/\Pj\l 0 33, 3 — 22 2 -2-1 22 ,L KF-=DlPRAWlN6 C-) Imo— CD cu M Ln co m C) co c"i Lo 1.75% CD PROPOSED TOP OF 6 " CURB @ 10' RT. Ln m CD L m Ul * + cu + + cu ";T 0" Cu 1.13% I la X -GUTTER FLOWLINE 11 S:� Ln I-- . CE: Ln 3: < 'q 0 r- + 111 Lu -i m 0 I < 3: 0- cn u cu -i _j 11 " �s a_ 0 F- p z 1\1 ui cui p < ,, Cc r-2 3 2 2 -1— 2 —j / 0 u cn u- 1333-2-1-1--J 02- U u cu 0� u -i F- LL M 11 CD U r- + C) OD 00 01) m . . M m cy) ()i 0 0 M N o3 + cu 11 3: EXIST. R/W U-) CD + 0 �, + 28 + Lo Cu m cu M Lr] C -U n 11 S:� Ln I-- . CE: Ln 3: < 'q 0 r- + 111 Lu -i m 0 I < 3: 0- cn 0 cu -i _j 11 " �s a_ 0 F- p z 1\1 cn p 1\1 cui p < ,, Cc r-2 3 2 2 -1— 2 —j / 0 --j j Ll- m u cn u- 1333-2-1-1--J 02- U 7 m CF)N cu 0� u -i F- LL M 11 CD U r- + C) OD 00 01) m . . M m cy) ()i 0 0 M N o3 + cu 11 3: EXIST. R/W re A\ -_o EXIST. EP — 0-0 1/1 1h GRAPHIC SCALE I"=20' 20 0 20 40 60 S . D ENGINEERING AND ASSOCIATES LAND PLANNING AND CIVIL ENGINEERING 242 E. AIRPORT DRIVE, SUITE 212 - SAN BERNARDINO, CALIF. 92408 PHONE (909) 884-7090 FAX (909) 884-0124 s I 15 I IT- SURESH DODDLAH R.C.E. 36361 DATE 09 Cu U) m Cl LLJ U cx� 0 OD c) CD + + Lo LO cu 1.03% cu Lr) m /\Pj\l EXIST. R/W CD C> CD Lo LD M + <D + L6 CD Fri + r, Q m + (D r- c\j e cu Ln C\j C'u - --------- 27 0233-2-1-1-07 Co 77- TP --7 Y/ EXIST. EP CROWN LINE 1 12 5 EXIST. EP 2 LHM� 1 AVENUE 2) CROWN LINE c:) DD 3 Cil 131 CD 23 3 24 N 0 '02'52 W 324.23' ACD 26 27 Lo ZZ2 W1. • fU U) cr cn Ln cp m 7 7 EXIST R/W 5 -TI 1,9 N 0 '02'52 27 NINN• CU 9 10 m 30 MPH S=200 uj 69 < u -z cz LINE OF SIGHT clu Z co 13 > Cc m Ln [..-45 SPEED LIMIT u 19 o u APIN od LD 0 CE m I -- C9 CL: 10+40.00 ECR 10+40.00 BCR CD Ll- m LU CO D -1 �� CE M LL I, 2 3 — 22 22 2 — 0- 7 u OD *0 x cl- cc cy) l -.j CL LLJ C:) LD w U m u C�j + CD cr 10+50.71 JOIN EXIST. c M Lu ui 10+51.47 JOIN EXIST. + z mm Ln ID LU M, D - Lo 06' 1, �"' " Ic 1 3: -1 3: uj <1 0 + 3- CURB & GUTTER LID CURB GUTTER REMOVE EXIST. BLOCK WALL -D m I x— cv cn m AND REBUILD AT R/W LINE ui r -u I r-- - < 0 + m -lu -J 17 + M cc) coo LL UD CD:3 CONSTRUCTION NOTES cc) CD TRANSITION 19.75' a- 0 m- '-LLJm + 3:1 TAPER I L0 0 > 0 L0 CONST. 4" MIN. AC OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE. LD+ Lo < cli cu a- 0 LL SAWCUT EXIST. AC PAVEMENT. coi LEGEND 0-0 37.50' TRANS. In a_- REMOVE EXIST. AC PAVEMENT. CURB CURVE DATA NO, 25 'q 0 111 =) 111 r" co 7' < 47.13' < Q 1 30.00' 89*59'32" 1 47.12' 1 30.00' CD p 1\1 Cu c-) u 0 2 3 )J%' J J — (DI D Ln 0 C) o3 + CD 0 CL) + 0 �, Cu U) m Cl LLJ U cx� 0 OD c) CD + + Lo LO cu 1.03% cu Lr) m /\Pj\l EXIST. R/W CD C> CD Lo LD M + <D + L6 CD Fri + r, Q m + (D r- c\j e cu Ln C\j C'u - --------- 27 0233-2-1-1-07 Co 77- TP --7 Y/ EXIST. EP CROWN LINE 1 12 5 EXIST. EP 2 LHM� 1 AVENUE 2) CROWN LINE c:) DD 3 Cil 131 CD 23 3 24 N 0 '02'52 W 324.23' ACD 26 27 Lo ZZ2 W1. • fU U) cr cn Ln cp m 7 7 EXIST R/W 5 -TI 1,9 N 0 '02'52 27 NINN• CU 9 10 m 30 MPH S=200 uj 69 < u -z cz LINE OF SIGHT clu Z co 13 > Cc m Ln [..-45 SPEED LIMIT u 19 o u APIN od LD 0 CE m I -- C9 CL: 10+40.00 ECR 10+40.00 BCR CD Ll- m LU CO D -1 �� CE M LL I, 2 3 — 22 22 2 — 0- 7 u OD *0 x cl- cc cy) l -.j CL LLJ C:) LD w U m u C�j + CD cr 10+50.71 JOIN EXIST. c M Lu ui 10+51.47 JOIN EXIST. + z mm Ln ID LU M, D - Lo 06' 1, �"' " Ic 1 3: -1 3: uj <1 0 + 3- CURB & GUTTER LID CURB GUTTER REMOVE EXIST. BLOCK WALL -D m I x— cv cn m AND REBUILD AT R/W LINE ui r -u I r-- - < 0 + m -lu -J 17 + M cc) coo LL UD CD:3 CONSTRUCTION NOTES cc) CD TRANSITION 19.75' a- 0 m- '-LLJm + 3:1 TAPER I L0 0 > 0 L0 CONST. 4" MIN. AC OVER 12" MIN. 95% COMPACTED NATIVE SUBGRADE. LD+ Lo < cli cu a- 0 LL SAWCUT EXIST. AC PAVEMENT. coi LEGEND 0-0 37.50' TRANS. In a_- REMOVE EXIST. AC PAVEMENT. CURB CURVE DATA NO, R DELTA L T Q 30.00' 90 '00'28 47.13' 30.00' Q 1 30.00' 89*59'32" 1 47.12' 1 30.00' CD x --j C) OD COLD PLANE AND OVERLAY (MIN. 0.1') TO CROWN LINE. 5'1 TAPER W LL Lo ' 0 A. C. PAVEMENT Cf) CD Oj 1 11 1 111 1 HI Ln x CONST. 6" PCC CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1000. 0 1- A.C. PAVEMENT REMOVAL14 Lij 0 M 12, 20' 20' 12' CONST. 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006, S=6' -O". L D- A.C. PAVEMENT OVERLAY - 32' 32' 14 CONST. CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003. CONCRETE (Q)CONST. Drr rOnQQ GUTTER PER rTTV OF FONTANA STD. kirl A PNTLEE LANE CONST. 6" AC DIKE PER CITY OF FONTANA STD. NO. 1007. . kjo. vv=o REV. REVISION DESCRIPTION DATE ENGR. CIT DATE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT BENCH MARK: CSFB 4015 / 989 PREPARED UNDER THE SUPERVISION OF: F'6cm MWIN6 pf I K C& - D M COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL BEING A DRIVE PIN W / S.B. COUNTY SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, SURVEYOR'S TAG IN THE TOP OF THE THE rTTV ENGINEER MAY rl n T17' /\Pj\j Jam' 3- 3 -2 -fl- 29, FYTqT FP X 6' EXIST. R/W -` :1150 —.RT PROFILE SCALES HORIZ. I"=20' VERT. 1"=4' 28 p 1\1 Co if F- - x Lu 0233-2-12-03- CD w m CD Lo cu Cu NOTES ni 28 1 p 1\1 F- - x Lu 0233-2-12-03- CD w m Lo cu CONSTRUCTION NOTES AN C) m 10 SAWCUT AND REMOVE EXIST. PCC SPILLWAY AND UNDERSIDEWALK DRAIN THAT LIES WEST OF THE EAST R/W LINE OF LIME AVENUE. 11 CONST. UNDERSIDEWALK DRAIN PER CITY OF FONTANA STD. NO. 3001, S=2'-0". CONST. 4" PCC SPILLWAY AS SHOWN ON PLAN TO MATCH UP TO EXIST. 12 STRUCTURE AT R/W OF LIME AVENUE ON THE EAST AND PROPOSED BACK OF CURB ADJACENT SIDEWALK ON THE WEST. 13 INSTALL TYPE L-1 YELLOW OBJECT MARKER (OM2 -2V) PER CALIF. MUCTD FIG, 3C-1 (CA). 14 PROTECT EXIST. POWER POLE IN PLACE REVISIONS I u THE rIL./A 3N. Nun "0 DRAWN BY: L7 POPLAR AVE. L - NO ' 36361 TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND CORNER OF RANDALL AVE. AND EB EXP, 6-30-12 DIAL Two WORKING STANDARDS IN EFFECT. DESIGNED BY: BEFORE DAYS BEFORE ELEV. = 1163.716 EB CIVIL YOU DIG YOU DIG 14 TOLL FREE 1-800-227-2600 OF- c A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE. CHECKED BY: SO CITY OF FONTANA, CALIFORNIA STREET DFIROVEMENT PLANS — EXHIBIT TRACT NO. 16658 SCALE:AS SHOWN LIME AVENUE DATE: STA. 23+24.81,TO STA. 26+48.87 3/ 15/2012 APPROVFO BY: DRAWING NO.. 2 17 CITY ENGINEER R.C.E. 51152 DATE: 3