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HomeMy WebLinkAbout3120-2r„ 0 0 cv in 41 LO v rn L N CD 0 irn cv cn tU CD z 0 Q H L) i U W 7 CD n d d rz Q 100+98.91 ECR CL BEGIN 2' SAWCUT AND JOIN 32' i L d6l (33.533. FS ! I FL I w m 7 J k 10+00400 C/L INT SIL VERY.fOOD I KI FL 6HI =101+53.10 WEST LIBERTY PKWY 32.64 {33.54} F.S. I FL Li 1 n• 1-i1 1 ir_ 102+07.30 BCR a I I END 2' SAWCUT AND JOIN I U II p� N N N M M ml + To of �V ►m' +I 10+42.36 In] BEAR CREEK DRIVE CCE SHEET 3 36.16 TC TC B csos 34.64 '" TC CURVE TABLE U CURVE w LENGTH TANGENT N 1 U Li m �c U N ml + To of �V ►m' +I 10+42.36 In] BEAR CREEK DRIVE CCE SHEET 3 36.16 TC TC B csos 34.64 '" TC t J S 2- d 1 N N 72 E pK MATCH` LINE PRC 4 TRACT BNDRY 10+07.64 BEAR CREEK DR. CURVE TABLE U CURVE cr- LENGTH TANGENT QA 1 U Li m �c ® 33°3326" O 0 u 00 't 00 r 0) (0 r - L� M O 295.66 ( + O O 38,90 24.63 {E 34614'25" U t J S 2- d 1 N N 72 E pK MATCH` LINE PRC 4 TRACT BNDRY 10+07.64 BEAR CREEK DR. 11+67.00 C/L INT. SILVERWOOD LN =10+00.00 BEAR CREEK DR SILVERWOOD LANE SCALE 1"=40' 10+ RR Q7 7(1 -r €? L -I BEGIN 2' SAWCUT AND JOIN 1 Q CURVE TABLE U CURVE DELTA RADIUS LENGTH TANGENT QA 91002'06" 35.00 55.61 35.64 ® 33°3326" 57.00 33.38 17.19 © 155°5633" 63.00 171.47 295.66 ( 89°09'36" 25,00 38,90 24.63 {E 34614'25" 57,00 34.06 17.56 {}F94°59'33" 35.00 58.03 38,19 © 85°31'09" 25.00 37.31 23.12 I �n/ I 87614 3rz 11+67.00 C/L INT. SILVERWOOD LN =10+00.00 BEAR CREEK DR SILVERWOOD LANE SCALE 1"=40' 10+ RR Q7 7(1 -r €? L -I BEGIN 2' SAWCUT AND JOIN 1 Q Ln � N + N 0-) �� "0 Q X5:36, .. U U rn J LL- O n n oo,�o I n �s n �s Atc,�r M-�d- Y U Ln cli OIO + J) Ln o Ln � N + N 0-) �� "0 Q X5:36, .. ! (`T! n It! KI nT!` C =89+58.69 WEST LIBERTY PRKWY >-- (49.44) 48.81 I vvi y.a s �vv i Zvi w tiv a �,., AF FS CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED W NATIVE SOIL. m 4 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. -, o� 1 -J P- CI'- OF F N `'�'� S -06T 111^,A. RD DETAIL '1 00-33) rn CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL (/) 41 PER CITY OF FONTANA STANDARD DETAIL 104. MODIFIED W=8' j 04 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH ' U J CONSTRUCT AND LOCATION PER PLAN & PER CITY STD. 1015m 90+19.6990+19,69 BCR L - (S j CONSTRUCT RAMPED CURB RETURN PER CITY OF END 2' SAWCUT AND JOIN 0) �J FONTANA STANDARD 1006, 00 r - INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE SODIUM LAMPS. COBRA HEADS W%CUT-OFF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO.) SAWCUT 2' EXIST AC PAVEMENT AND JOIN + �Lh D I,F n n n u I +3,uu I n n oo,�o I n �s n �s Atc,�r I Y U Ln cli + 0 0 + I 49.32 3 50.22 CL FL 6' I TC N6�30"W 10+00.00 C.L. INT. DAY CANYON DR 50.22 ! (`T! n It! KI nT!` C =89+58.69 WEST LIBERTY PRKWY >-- (49.44) 48.81 I vvi y.a s �vv i Zvi w tiv a �,., AF FS CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED W NATIVE SOIL. m 4 CONSTRUCT CONCRETE CURB AND GUTTER (6" C.F. -, o� 1 -J P- CI'- OF F N `'�'� S -06T 111^,A. RD DETAIL '1 00-33) rn CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL (/) 41 PER CITY OF FONTANA STANDARD DETAIL 104. MODIFIED W=8' j 04 CONSTRUCT 4" THICK CONCRETE SIDEWALK WIDTH ' U J CONSTRUCT AND LOCATION PER PLAN & PER CITY STD. 1015m 90+19.6990+19,69 BCR L - (S j CONSTRUCT RAMPED CURB RETURN PER CITY OF END 2' SAWCUT AND JOIN 0) �J FONTANA STANDARD 1006, 00 r - INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE SODIUM LAMPS. COBRA HEADS W%CUT-OFF LENSE LIGHT FIXTURE ON ORNAMENTAL POLE (MINIMUM MOUNTING HEIGHT OF 25' INSTALLED BY SO. CALIF. EDISON CO.) SAWCUT 2' EXIST AC PAVEMENT AND JOIN + 12+ WYNSTONE PLACE ..�� ^"rrT c j JGL JI -ILL i J in0 ~ U Cllu ! 5 11 Y 15+40.01 BCR LLJ G U+ i 49L 8 -j 50.50 I 3 ix TIC 50.50 1 49. 7 w TC i; FL L.1 48 7'90 . + c L I ' z jjjjjj� l 1 oom--' ' ooo) I F i PROFILE SCALE: HORIZ. 1 "=40' i /!= 4T i a� _ A- a V `a . a e ■ 11+67.00 C.L. INT. DAY CANYON DR =14+98.34 WYNSTONE PL +56.65 ECR FOR STREET TYPICAL SECTION SEE SHEET 1 CONSTRUCT RF SIDFNTIAL DRIVEWAY PER CITY STD.102,W=1 6' nAY CANYON nRIVF 8 11 i 1 P 2 '3 '4 ' 9 REMOVE EXIST CURB & GUTTER AND SIDEWALK 11 1 1 MEL Ul'AWIN SCALE 1"=40' 120' 160, REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision of CITY OF FONTANA CALIFORNIA BENCHMARK; FWE oT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT/06 4fJS 0 �"Q� PHB & ASSOCIATES,INC. VIL_L�AGE OF HERITAGE 1 , COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL `' ay cs1LEN SOUTH GRAND AVENUUSCGS STATION "PACEL" 1963.9C)'f E'LY OF RAIL- � GLENDORA, CALIFORNIA 91740 DRAWN 8Yo SCALE; ROAD TRACKS AND 28't SLY OF CL BASELINE, 1.1 MI. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER No. C42723 (626) 914-6256 FAX (626) 914-5756 rn E'LY OF EAST AVENUE. SAME AS CITY B.M. NO. 364. a EXP.3-31-04 TRACT 16222 DIAL Tw❑ WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DATE: DAYS BEFORE * * �s STREET l MSP R V E M E N T PLANS ELEV. '130'1.54 BEFORE Y❑u DIC BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ' I STANDARDS IN EFFECT. qrF SIV l ���'jt2jLy7Date :3 L CHECKED B PPR D BY:,� i' DRAWING NO.: 2 TOLL FREE 1-800-227-2600T OF CALoE� L A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT s �, C?iTY ENGINEER R.C.E. 51152 'LDA a2 3120 5 �Lh D 00 N 5 C0 U Ln cli + 0 0 + O 12+ WYNSTONE PLACE ..�� ^"rrT c j JGL JI -ILL i J in0 ~ U Cllu ! 5 11 Y 15+40.01 BCR LLJ G U+ i 49L 8 -j 50.50 I 3 ix TIC 50.50 1 49. 7 w TC i; FL L.1 48 7'90 . + c L I ' z jjjjjj� l 1 oom--' ' ooo) I F i PROFILE SCALE: HORIZ. 1 "=40' i /!= 4T i a� _ A- a V `a . a e ■ 11+67.00 C.L. INT. DAY CANYON DR =14+98.34 WYNSTONE PL +56.65 ECR FOR STREET TYPICAL SECTION SEE SHEET 1 CONSTRUCT RF SIDFNTIAL DRIVEWAY PER CITY STD.102,W=1 6' nAY CANYON nRIVF 8 11 i 1 P 2 '3 '4 ' 9 REMOVE EXIST CURB & GUTTER AND SIDEWALK 11 1 1 MEL Ul'AWIN SCALE 1"=40' 120' 160, REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Prepared Under The Supervision of CITY OF FONTANA CALIFORNIA BENCHMARK; FWE oT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT/06 4fJS 0 �"Q� PHB & ASSOCIATES,INC. VIL_L�AGE OF HERITAGE 1 , COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL `' ay cs1LEN SOUTH GRAND AVENUUSCGS STATION "PACEL" 1963.9C)'f E'LY OF RAIL- � GLENDORA, CALIFORNIA 91740 DRAWN 8Yo SCALE; ROAD TRACKS AND 28't SLY OF CL BASELINE, 1.1 MI. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER No. C42723 (626) 914-6256 FAX (626) 914-5756 rn E'LY OF EAST AVENUE. SAME AS CITY B.M. NO. 364. a EXP.3-31-04 TRACT 16222 DIAL Tw❑ WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DATE: DAYS BEFORE * * �s STREET l MSP R V E M E N T PLANS ELEV. '130'1.54 BEFORE Y❑u DIC BRING THEM INTO CONFORMANCE WITH CONDITIONS AND ' I STANDARDS IN EFFECT. qrF SIV l ���'jt2jLy7Date :3 L CHECKED B PPR D BY:,� i' DRAWING NO.: 2 TOLL FREE 1-800-227-2600T OF CALoE� L A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT s �, C?iTY ENGINEER R.C.E. 51152 'LDA a2 3120 5