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HomeMy WebLinkAbout05-237 CL EXIST EXIST EP R/W CL R/W EXIST EXIST 1, 39' 20' GRADING PER LAKE ELSINORE R/W 30' 30, AC PLANSMARKE,PMCE 32369 UGH GRADING VARIES 8.0'TO 28.0' VARIES 28'TO 33' i E ST EXIST EIP C&G - \� EXIST O.G. 8 20 '\\/\ \J]/,�\\�� CLASS 11 AB 15'MIN.BUILDING VARIES 6'SW VARIES O VARIES 2/,y S LWNE T COMPACT J \ SETBACK O'TO 5' 13.8'TO 17.3' 8.2'TO 12.5' q-1' 10 O 2' 15 TO \�\X 2>'14,1SDR zz - _:-_--_ ._ _._ F ,�\ ....... EP DETAIL 2 n2% 1s _T_ _._._...: DEXTER AVENUEZ 9 D.G. / �j �j\//�i 4 \EXIST PAVEMENT NOT TO SCALE / / /\j\ a \ (PROTECT IN PLACE) "/ / / / / 9 �\� 4 �EXIST PAVEMENT CAMBERN AVENUE \�\\/,� \�\,�\\� (PROTECT IN PLACE) NO SCALE SUBGRADE 36+94.33 TO 39+26.58 � CAMBERN AVENUE (CITY MAINTAINED) COMPACTED SUBGRADE NO SCALE 43+80.00 TO 52+00.00 EXIST EXIST CL R/W R/W 39, 20' (CITY MAINTAINED) GRADING PER LAKE ELSINORE MARKETPLACE ROUGH GRADING PLANS,PM 32369 VARIES 28'TO 33' I CITY OF EXIST EXIST CONSTRUCTION NOTES & QUANTITY ESTIMATE UNIT LAKE ELSI CALTRANS TOTALS EP EP 15'MIN.BUILDING VARIES 6'SW VARIES 0 VARIES O.G. Q1 CONSTRUCT 0.75"(0.06')OPEN GRADED AC PAVEMENT (MINIMUM) TONS 0 225 225 SETBACK 0'TO 5' 12.2'TO 14.3' 11.7'TO 15.4' \' \' � Q2 CONSTRUCT 7.25"(0.604')AC PAVEMENT (MINIMUM) TONS 0 2169 2169 10 III Q3 CONSTRUCT 5"(0.42')AC PAVEMENT (MINIMUM) TONS 4081 0 4081 2 11 3 2_L 3 I�� OR Q CONSTRUCT 6"(0.5')CLASS II AGGREGATE BASE(MINIMUM) CY 2118 0 2118 2% 2� O CONSTRUCT 19"(1.58')CLASS II AGGREGATE BASE(MINIMUM) CY 0 2805 2805 CONSTRUCT TYPE A2-200 CURB & GUTTER PER CALTRANS STD PLAN A87 LF 55 1329 1384 4 /\\/\\j/\\j O.G. Q7 CONSTRUCT TYPE Al-200 CURB PER CALTRANS STD PLAN A87 LF 0 62 62 \ \/� \�\��\\/\/ 8Q CONSTRUCT TYPE A AC DIKE PER CALTRANS STD PLAN A87 LF 0 491 491 COMPACTED J Q9 CONSTRUCT 6"CURB AND GUTTER PER RIV CO STD 200 TYPE A-6 LF 3026 0 3026 CAMBERN AVENUE COMPACTED NO SCALE 10 CONSTRUCT 6"AC DIKE PER RIV CO STD 212 LF 634 0 634 SUBGRADE 40+95.64 TO 43+80.00 11 CONSTRUCT 6'PCC SIDEWALK PER RIV CO STD 400 & 401 SF 28428 8510 36938 (CITY MAINTAINED) 12 CONSTRUCT CROSS GUTTER PER RIV CO STD 209 & 209A SF 0 1309 1309 13 CONSTRUCT COMMERCIAL DRIVEWAY PER RIV CO STD 207A AND ADA STD. SF 8325 1439 9764 EXIST EXIST 14 CONSTRUCT ACCESSIBLE RAMP AND RETURN PER CALTRANS STD PLAN RSP A88A(CASE A) EA 11 2 13 R/W VARIES 30'TO 40' CL 30' R/W GRADING PER LAKE ELSINORE 15 COLD PLANE EXISTING ASPHALT CONCRETE AND OVERLAY 2"(0.17')MINIMUM SF 3253 4823 8076 MARKETPLACE ROUGH GRADING PER APPLICABLE DETAIL SHEET 3 8 EP VARIES 24.0' 6.SW PLANS,PM 32369 16 CONSTRUCT 8'GRADED SHOULDER LF 1616 0 1616 EXIST 25.42 TO 28 EXIST 17 CONSTRUCT 20'TRANSITION FROM 8"C&G TO G"C&G PER DETAIL SHEET 3 EA 1 0 1 EP EP 15'MIN.BUILDING 20• VARIES 20-28' SETBACK 19 CONSTRUCT 20'TRANSITION FROM 8"C&G TO 6"AC DIKE PER DETAIL SHEET 3 EA 2 1 3 SAWCUT SA UT ©0 REMOVE EXISTING PAVEMENT BASE & SURFACING SY 12019 2827 14846 LINE 15 LINE 3 11 � /,/ 2 VARIES 1.07 to 2.0% VARIES 1.0% to 3.4% 2 2% VMAY' 21 REMOVE EXIST FENCE LF 744 0 744 15 16 3 �--�- ---_'y MATCH EXIST % 2 VARIES ..:- _- ®EXISTING POWER POLE TO BE RELOCATED BY SCE FORCES EA 3 0 3 ..... - ..'"'" `��_ - '--"""" -.-- ©INSTALL BUS TURNOUT PER DETAIL A,SHEET 7 EA 0 2 2 REMOVE EXISTING CURB AND SIDEWALK LF 0 359 359 O.G. 4 DEXTER AVENUE 4 ©9 RELOCATE EXIST FENCE LF 0 1490 1490 SEE EP 0 INSTALL 18"RCP(CLASS IV) LF 130 52 182 NO SCALE COMPACTED DETAIL ABOVE COMPACTED ®O 31 CONSTRUCT CURB INLET CATCH BASIN PER COUNTY OF RIVERSIDE EA 2 0 SUBGRADE 47+34.23 TO 54+50.00 (LT) 42+90.00 TO 54+50.00 (RT) STANDARD NOL'O. D ( PER PLAN) ' 32 CONSTRUCT OL' RAINAGE INLET PER CALTRANS STANDARD D72(H& L PER PLAN) EA 0 2 2 (CITY MAINTAINED) ©3 EXIST CONSTRUCT CONCRETE COLLAR PER R.C.F.C.D.& W.C.D.STD.DWG.NO.M 803 EA 3 0 3 R/W ®4 CONSTRUCT PIPE HEADWALL PER CALTRANS STANDARD PLAN D89 EA 4 0 4 GRADING PER LAKE ELSINORE (LATEST EDITION). EXIST MARKETPLACE ROUGH GRADING ®5 CONSTRUCT JUNCTION STRUCTURE NO.2 PER R.C.F.C.D.& W.C.D.STD.DWG. EA 0 2 2 R/W 30' CL 30' PLANS,PM 32369 N0.J5227(SEE TABLE FOR A,B,C,D,E,F,GL,EL.S,& EL R VALUES) ©CONSTRUCT CONCRETE SLURRY BACKFILL PER DETAIL 2 ON SHEET 12 CY 23 0 23 g EP VARIES VARIES 6'SW VARIES 15'MIN.BUILDING ©CAP EXSTING INLET PER DETAIL ON SHEET 12 EA 0 3 3 c 20.0'TO 25.42' 24.0'TO 20.0' 0'TO 4' SETBACK EXIST �MIN. ©9 EXISTING CPIPE2TO DRAINAGE BE FILLED INLET ITHEPORTLANDNCEMENTDAND SAND(GROUT, EA 6 0 6 p EXIST ri EP VARIES VARIES 11 X / /i� AND PLUGGED WITH AN 8"BRICK& MORTAR PLUG AT BOTH ENDS 16 27 19.2'TO 20.5' 0 O 18'TO 22' 22 26 M, 40 INSTALL 30"RCP PER PLAN LF 31 0 34 Mq 41 REMOVE EXISTING HEADWALL EA 2 0 2 X cSEE P DETAIL ABOVE COMPACTED '\�/� COMPACTED DEXTER AVENUE 0 SUBGRADE SUBGRADE NO SCALE CAUTION! LOCATION OF EXISTING UTILITIES ON 54+50.00 TO 63+50.00 THESE PLANS ARE APPROXIMATE AND c -No SHALL BE VERIFIED BY CONTRACTOR (CITY MAINTAINED) X-1 0 o PRIOR TO CONSTRUCTION. REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL T'34502 # CITY O F LAKE E L S I N O R E SHEET a+r BENCH MARK `p`ry,, COMPLIANCE WITH THE APPROPRIATE QROFESSIONq/ MCKENGINEUUNG COMPANY CALTRANS PERMIT 08-04-6-MC-1346 2 E Y N CITY OF LAKE ELSINORE BM B-95-56 D�'�+' ALERT CONDITIONS OF DEVELOPMENT AND/OR S �y STREET IMPROVEMENT PLANS OF 0 oN DESCRIPTION: CHISELED SOUARE CITY AND STATE LAWS.AND A PERMIT c smne� a.mna. o.�. en:.aix xw� UNAUTHORIZED CHANGES FOR DEXTER AVENUE, CENTRAL v ON TOP OF CURB,ELEV = 1274.91 BARRY J. COWAN �Y CALL CAN BE ISSUED. gi smm ssu.ow,,nw mau.(ru)wc.«°.rnx mqo .«.....,+may® CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 27 a LOCATION: FROM THE APPROXIMATE BEFORE no. C46568 RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE AVENUE (STATE HIGHWAY 74) N L N INTERSECTION OF COLLIER AVENUE ppp p ° exo.6-30-07 n PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED SHEETS o O AND CENTRAL AVENUE 66 FEET `� BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. AND CAMBERN AVENUE 0 o_ SOUTHWESTERLY ALONG CENTRAL I�O0.ZZ7-2600 Js <I 26 OS J? C I V I L a�Q PREPARED UNDER THE DIRECTION OF: FILE NO. t N AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT 4RK-' "."^r"'ING RCE.No.63656 DATE elf OF CAOV�Q �'kg..�.. GI Ct..n gI23 to--, SCALE: TYPICAL CROSS SECTIONS 3� i I CHISELED SOUARE ON TOP OF CURB Cal at least 2 working days prior to excavating. DESIGNED BY: DRAWN BY: CHECKED BY: CITY ENGINEER EXP.DATE 6�36�2666-(2�3//0 BARR�N,RCE xC46568 (EXP.6-30-07) DATE DATE: 5 Z37 O i N OPPOSITE FIRE HYDRANT PLOT DATE: 23-SEP-2005 JN 14502