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HomeMy WebLinkAbout739-2 I /z'R (TYP) 18'(TYP) ' 9'(TYP) O BATTER 2' 2' LEGEND 1.6'(TYPI � DETAIL A w m N ® 2"COLD PLANE 'g - 3.2'(TYP) NO SCALE EXISTING AC a� x PROPOSED AC i o � w m_ SAWCUT.REMOVE AND REPLACE EXIST 45°(TYP) 6 EXISTING �< O 3' AGGREGATE f BASE�N PROPOSED AC PAVING H 3 PARKING ISLAND DETAIL SEE DETAIL A 1.5' 1.5 NO SCALE SHEET 2 PROPOSED STAMPED AC PAVING 'n SUBGRADE a r V � PAVEMENT SECTION PER - 0.5" 3"CLR DETAIL SHEET 2 ® PROPOSED AGGREGATE BASE (TYP) JOIN DETAIL NO SCALE 0 PROPOSED CONCRETE COMPACTED 2 N/ SUBGRADE "3 REBAR e 4.0"STAMPED AC CONTIN T PS ELEVATION SHOWN \� 560-C-3250 ON PLANS ' 4.0"CLASS 2 CONCRETE AGGREGATE BASE SUBGRADE RIBBON GUTTER (3') NO SCALE PAVING n(DECORATIVE PAVING AREAS) �� NO SCALE 10, s s1 c. 4.0"AC SEE DETAIL A 5' 5' SHEET 2 CLASS 2 a �3 AGGREGATE BASE PAVEMENT SECTION PER 1.5" 3"CLR DETAIL SHEET 2 SUBGRADE i:o :o Co (TYP) 3 PAVING 10� (DRIVE AISLE AREAS) NO SCALE COMPACTED / 3.5"AC SUBGRADE °3 REBAR 2'MIN CONSTRUCTION NOTES TOTAL ESTIMATED QUANTITIES CONTINUOUS ELEVATION SHOWN 560-C-3250 (TYP) Ot CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=3'). 1,207 SF 4.0"CLASS 2 CONCRETE ON PLANS AGGREGATE BASE O2 CONSTRUCT HARDSCAPE PER BUILDING PLANS. 25,617 SF Q3 PLANTER AREA - SEE LANDSCAPE PLANS. SUBGRADE RIBBON GUTTER (1q'—�MMMMW lklt 0') O4 CATCH BASIN AND LOCAL DEPRESSION PER PM 32369 ROUGH GRADING PLANS. 4 EA PAVING NO SCALE OS CONSTRUCT HANDICAP ACCESS RAMP PER ARTCHITECTURAL PLANS. 41 EA , (PARKING STALL AREAS) © CONSTRUCT 6"CURB ONLY PER COUNTY OF RIVERSIDE STD.NO.204,TYPE "D". 12,027 LF NO SCALE O7 4' CONSTRUCT 6"CURB AND GUTTER PER COUNTY OF RIVERSIDE STD.NO.200.TYPE A-6. 2,149 LF ® LIGHT POLE - SEE ARCHITECTURAL PLANS FOR DETAILS. O9 TRASH ENCLOSURE - SEE ARCHITECTURAL PLANS FOR DETAILS. 392 SF ��•. �-6"PORTLAND SEE DETAIL A 2' 2' PCC -CLASS B CONCRETE CEMENT CONCRETE SHEET 2 392 SF 6.0"CLASS 2 AGGREGATE BASE - CLASS II 8 CY a AGGREGATE BASE ar PAVEMENT SECTION PER 10 CONSTRUCT DRIVE AISLE PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 253,052 SF '�``�'�'�^"�"�^R° 0.5' 3"CLR DETAIL SHEET 2 ASPHALT CONCRETE 8 / (TYP) 6,326 TON SUBGRADE I/ AGGREGATE BASE - CLASS II 3,124 CY s ¢ �- PAVING 11 CONSTRUCT PARKING STALL PAVEMENT STRUCTURAL SECTION PER DETAIL SHEET 2. 130,265 SF 6 (TRASH ENCLOSURE AREAS) 3 Ep NO SCALE ASPHALT CONCRETE 2,850 TON _0 AGGREGATE BASE - CLASS II 1,407 CY 9 o NOTFi SUBGRADE / 12 DECORATIVE PAVING - SEE ARCHITECTURAL PLAN FOR DETAILS. 6,690 SF ul3 BASE & SUBGRADE SHOULD BE COMPACTED TO SOILS ENGINEER'S RECOMMENDATIONS. °3 REBAR 2'MIN STAMPED ASPHALT CONCRETE 167 TON "z PAVEMENT SECTIONS CONTINUOUS (TYP) ELEVATION SHOWN AGGREGATE BASE - CLASS II 83 CY 0 0 560-C-3250 ON PLANS NO SCALE CONCRETE 13 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=10'). 1,110 SF 0 14 CONSTRUCT CONCRETE RIBBON GUTTER PER DETAIL SHEET 2 (W=4'). 2,281 SF n RIBBON GUTTER (4') 15 BROOKS BOX AND CONCRETE APRON PER PM 32369 ROUGH GRADING PLANS. 12 EA v N NO SCALE 16 CONSTRUCT 4"CLASS B CONCRETE SIDEWALK ON NATIVE (WIDTH VARIES PER PLAN). 4,890 SF � L c O W.S- 01 (8 zoos BENCH MARK: REVISIONS APPROVED DATE THESE PLANS HAVE BEEN REVIEWED FOR SEAL 7.14s Y CITY OF LAKE ELSINORE BM B-95-56 DIG ALERT COMPLIANCE WITH THE APPROPRIATE p00FESS7[)Nq! RICK ENGINEERIlVG COMPANY UNAUTHORIZED CHANGES CITY OF LAKE ELSINORE SHEET 0 CONDITIONS OF DEVELOPMENT AND/OR CAUTION:THE ENGINEER PREPARING THESE PLANS WILL NOT BE 2 o - DESCRIPTION: CHISELED SQUARE �� RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO THESE FINE GRADING & UTILITY PLANS q ON TOP OF CURB,ELEV = 1274.91 CITY AND STATE LAWS,AND A PERMIT m ,< s.o n; %-.ida BARRY J. COWAN Asa r1>- n�oo PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED OF \ T 0 LOCATION: FROM THE APPROXIMATE (`AT.T' CAN BE ISSUED. � n 1rur w.a wm swr ias•°cos.,cn oven•(ncsw.++o•rnx lnq maiw�•...nw®ymm BY THE PREPARER OF THESE PLANS AND THE CITY ENGINEER. FOR 21I i c o BEFORE No. C46568 N L N INTERSECTION V COLLIER AVENUE SCALE: AS SHOWN LAKE ELSINORE MARKET PLACE SHEETS 0 0 � AND CENTRAL AVENUE 66 FEET rou D1� / � exp.6-30-07 '� SOUTHWESTERLY ALONG CENTRAL I-80D-227-2600 /.✓r/{� / FILE N0. v ( B S OS .9 CIVIL ��Q PREPARED UNDER THE DIRECTION OF: DETAILS L� AND NORTHWESTERLY 32 FEET TO UNDERGROUND SERVICE ALERT ROBERT X.MOENLIUG pCB.No. 3056 D T elf OF CAp(6Q 0 (.�'wr._ b/sa/os DATE: 5/20/05 1 �? CHISELED SQUARE ON TOP OF CURB Cal at bast 2 rarMnq days prior to excavating OPPOSITE FIRE HYDRANT DESIGNED BY: DB DRAWN BY: DB CHECKED BY: CITY ENGINEER EXP.DATE 6/30/2006 BARRY J LOWA ,RCE °C46568 (EXP.6-30-07) DATE - PLOT DATE: 10-JUN-2005 JN 14502 8