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HomeMy WebLinkAbout3953-9z U-1 I 0 m I U Ln v Ln V) w w U o� 1 ? , pv C0 14 0M o \ O� \ 1287.. 46 3 A 1 X 01 EAF-W 865 1285.7 R'1265.4 ROMP LANDING�L Q EXIST. STREET GRADE FULL DEPTH A.C. C 1287.` X 129.s •, SAND DOLLAR COURT 1 1/2"0 GALVANIZED _ STEEL PIPE HANDRAIL --\ NEW SIDEWALKS o OSS >. 0 G� • 70 3 ° CN 69 70 64 69 G' 1 N j 15 6w 0S 8 ACC RAMP AND SIDEWALK DETAIL N.T.S. I I I 1 I I i 1 5' A 1 l 1 - � 1► - % 20' 10' 20' 4C _C7T SECTION A - A N.T.S. FOR BENCHMARK AND BASIS OF BEARINGS, SEE SHEET 1 4.50' . . , VAR. 3" __70 R;.l TYP. 15 1 1 FULL DEPTH A.C. SECTION B - B 1 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N.T.S. REV. REVISION DESCRIPTION RECORD DRfirV4l b) FLUSH SURFACE FITTINGS (TYPICAL) -TOP OF CURB OR FINISHED SURFACE 12" X � 1 1/2"0 GALVANIZEDN M STEEL PIPE POST i SEE POST MOUNTING DETAIL HANDRAIL DETAIL 2 TOP OF CURB OR N.T.S. - FINISHED SURFACE THICKENED EDGE 1 Y'O POST 3"0 POST HOLE 3"0 POST HOLE �n NON -SHRINK 3 GROUT 1 Y'O POST 2-#3 BARS 2'-6" LONG POST MOUNTING DETAIL N.T.S. 4.50' 3" 3" 70 6"70 - _ 2" C F -% 2:1 TYP. iFn3 I J-1 I T -V 1' MIN.- SECTION I . SECTION C - C N.T.S. DATE ENGR. CITY I DATE 117-5 If- 1"rV I Imo... PEIET TRAIL 12g7`� SE -E --SHEET 6 ��� , 02 �� SEE SHEET 6 0lc3� `\ \ X 1290.3 DISPOSITION NOTES LEGEND E PROTECT IN PLACE 0 V 7' I ! U cc- � oV) LLJZ - _ 2% {� I Q }- 2:1 TYP. - ` o o m MIN. MIN. TYPICAL WALK DETAIL EAST LIBERTY PARKWAY N.T.S. NOTE: ENGINEER HAS ENDEAVORED TO DESIGN SIDEWALK TO AVOID EXISTING TREES. CONTRACTOR TO ADJUST WALK IN FIELD AT THE DIRECTION OF THE ENGINEER TO MINIMIZE THE NEED TO REMOVE TREES 0 SURVEYED TREE LOCATIONS &C09,6.6kA w1N6y CURVE DATA O DELTA CONSTRUCTION NOTES 3O CONSTRUCT 4" PCC SIDEWALK PER CITY OF 35 APPLY THERMOPLASTIC 12" "I'D WHITE STRIPE 17.00' FONTANA STANDARD PLAN N0, 1015 AND MODIFIED 31°38'40" CROSSWALK PER CALTRANS )iANDARD PLAN A24E 41.42' PER PLAN. © 14'42'41" ON SHEET 10. 11 SAWCUT FOR SMOOTH JOIN (IF CONCRETE, 64 CONSTRUCT 6" PCC CURB PER CITY OF 37.73' REMOVE TO JOINT IF CLOSER THAN 4 FT). 11'38'41" FONTANA STANDARD PLAN NO. 1003. 30.49' 15.30' F 10°20'19" (CURB HEIGHT VARIES AS NOTED) S CONSTRUCT 4" PCC ACCESS RAMP, PER APWA 6°54' 13" 150.00' 18.07' STD PLAN 111-2 CASE D TYPE 1 AND MODIFIED 69 CONSTRUCT 4" PCC RAMP PER PLAN. 28.96' PER PLAN. DI 6.17'22" 340.00' 37.32' 18.68' J 70 CONSTRUCT 1-1 /2" DIA GALVANIZED STEEL 49.54' 44.76' HANDRAIL PER DETAIL 2 THIS SHEET. DISPOSITION NOTES LEGEND E PROTECT IN PLACE 0 V 7' I ! U cc- � oV) LLJZ - _ 2% {� I Q }- 2:1 TYP. - ` o o m MIN. MIN. TYPICAL WALK DETAIL EAST LIBERTY PARKWAY N.T.S. NOTE: ENGINEER HAS ENDEAVORED TO DESIGN SIDEWALK TO AVOID EXISTING TREES. CONTRACTOR TO ADJUST WALK IN FIELD AT THE DIRECTION OF THE ENGINEER TO MINIMIZE THE NEED TO REMOVE TREES 0 SURVEYED TREE LOCATIONS &C09,6.6kA w1N6y CURVE DATA O DELTA RADIUS (FT) LENGTH (FT) TANGENT (FT) AO 12'55'55" 150.00' 33.86' 17.00' B 31°38'40" 75.00' 41.42' 21.25' © 14'42'41" 140.00' 35.95' 18.07' D 15°26'22" 140.00' 37.73' 18.98' EO 11'38'41" 150.00' 30.49' 15.30' F 10°20'19" 150.00' 27.07' 13.57' © 6°54' 13" 150.00' 18.07' 9.05' H 11°03'44" 150.00' 28.96' 14.53' DI 6.17'22" 340.00' 37.32' 18.68' J 15°00'00" 340.00' 49.54' 44.76' f3c CITY OF FONTANA, CALIFORNIA 1 QROFESS/0 V y VY IN �� enainEer�n�carr�vs nnn PACIFIC ELECTRIC INLAND EMPIRE TRAIL IMPROVEMENT SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO �� 90 1501 QUAIL ST., NEWPORT BEACH, CA. 92660 Q 2C PHONE: (949) 47F--3300 FAX: (949) 721 -7142 DRAWN BY: SCALE: YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT - I z No. C68531 Prepared Under The Supervision Of LF SIDEWALK PLAN 1" = 2J' DESIGNED BY: LIBERTY PARKWAY DATE: LF 3/28 06 CHECKED BY: APROVE BY: DRAWING No. 9 1 Date .3/310(, I 3953 / /�,� NanCv Bover LT / NB CITY ENGINEER R.C.E. 51152 D E: / MANNER, THE CITY FNGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM Exp. 9/30/2007 INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. ��qTF C / C t OF A�