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HomeMy WebLinkAbout456-4 I GROOVEDBORDERS MUSE BE ONNTHE HE LEVEL SURFACE 3 AT THE TOP OF THE RAMPS. � pw.,. 3, LWTER AREA �y 6'CURB 6' � �� �� FACE R-1g' R=W 6 2 6 7.xz CURB 0"CURB 2"WEAKENED PLANE JOINT AC PAVING 0.10, 3/8'LIP "-PLANTER AREA \ TAPER FACE 1 W*EXCEPT WHERE ELEVATIONS • _ �� SHOWN INDICATE OTHERWSE *1 BA 117t* • '/ '���y! 4afF;,r Ty!� •'`� �' FLOWLINE OR r.•. /l 6 POO _ .sk N 12 FINISHED SURFACE 24' .�'�• PLEASE CONSULT WITH SOILS REPORT FOR COMPACTION :>w� 1 4" •NOTE: WHEN SIDEWALK IS PRESENT AND BASE REQUIREMENTS UNDER V-GUTTER IF ANY. GROOVING DETAIL EXTEND TAPPER TO 12.5' n 6" CURB AND GUTTER HANDICAP CURB CUT RAMP NTS 5 3' WIDE RIBBON GUTTER 6 CONCRETE DRAIN 11 NTS 6" TO 0" CURB TRANSITION NTS NTS NTS 4 f NOTE CROSS SLOPE OF 6" 1.5, 6' FINISH SURFACE A is LANDING AREAS NOT TO HANDRAILS AS REQUIRED GROOVED BORDERS MUST ?$ EXCEED 2%IN ANY DIRECTION BE ON THE LEVEL SURFACE ��.. 4/q `�PWiIER AREA E AT THE TOP OF THE RAMPS. —� �` ' ' #4 0 16"O.C.EACH WAY ; 2% III EVERY 4TH BLOCK MAX 72 __ = 1 � Div FOR DRAINAGE OPEN N III—I OPENINGS I I I III EXTRA DEPTH ^ 6,_8. I III PER PLAN NOTE: CROSS SLOPE OF 12" �IIII FINISH GRADE EXCEEDLANDING NOT TO R 2 ANY DIREGTION 1 6"CONCRETE U-CHANNEL 19 DRAINAGE THROUGH GARDEN WALL 20 DEEPENED FOOTING GROOVING DETAIL NTS NTS NTS 1 HANDICAP CURB CUT RAMPS I V NTS g €n � 3 � z E CONSTRUCTION NOTES O7 PLACE 3"A.0 PAYING OVER OVER 5.4'CLASS 11 AGGREGATE BASE(PARKING AREAS) l� PLACE 4.6"A.C.PAYING OVER 11.3"CLASS II AGGREGATE BASE(DRIVE THRU AREAS) Q CONSTRUCT TYPE D 6'CURB ONLY PER RIVERSIDE COUNTY STD.NO.204 ® CONSTRUCT 6'CURB&18"GUTTER PER DETAIL ON SHEET 4 OS CONSTRUCT 3'WIDE CONCRETE RIBBON GUTTER PER DETAIL ON SHEET 4 © CONSTRUCT 3'WIDE CONCRETE CHANNEL PER DETAIL ON SHEET 4 - O7 INSTALL UNDERWALK DRAIN PER RIVERSIDE COUNTY STD.NO.303 \ ® INSTALL WHEELSTOP 0 CONSTRUCT 6'HIGH PARTIALLY RETAINING C.M.U.GARDEN WALL PER DETAIL ON SHEET 5 10 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTS PLANS 11 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 12 CONSTRUCT DRIVEWAY APPROACH PER RIVERSIDE COUNTY STD.NO.207 13 CONSTRUCT 6"TO 0'CURB TRANSITION PER DETAIL ON SHEET 4 14 CONSTRUCT 4'THICK P.C.C.CONCRETE S 15 CONSTRUCT TYPE D 8'CURB ONLY PER RIVERSIDE COUNTY STD.NO.204 16 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 17 CONSTRUCT 6'CONCRETE U-CHANNEL PER DETAIL ON SHEET 4 6 18 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET 4 i 3*N 1/-19-02 19 OMIT BLOCKS IN PA WALL FOR DRAINAGE PER DETAIL ON SHEET 4 s 20 CONSTRUCT DEEPENED FOOTING PER DETAIL ON SHEET 4 n "THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE i APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND APERMIT CAN BE ISSUED." I ZT-07- 20 0 20 40 60 , RAY 'DONNELL, CITY ENGINEER RCE#26603 GRAPHIC SCALE UNDERGROUND SERVICE ALERT BENCH MARK: LEGAL DESCRIPTION: BASIS OF BEARINGS: REVISIONS CITY OF LAKE ELSINORE SHEET RpF ssYp engineering-planning-surveying r- A - CALL: TOLL FREE AT THE INTERSECTION OF CHARY STREET AND A PORTION OF LOTS 1 AND 3 IN BLOCK 89 OF kfALD'S THE CENTERLINE OFCIHANEY STREET(N43'44'08")AS SHOWN ON O E.N .� 1485 SPRUCE STREET, SUITE H IN THE COUNTY OF RIVERSIDE, CALIFORNIA (,` M INTHORN STREET,AT THE SW'LY CORNER OF THE RE&EDIVISION OF THE CITY OF ELSINORE, AS SHOWN RECORD OF SURVEY,FILED IN BOOK 91,PAGES 1 THRU 3,RECORDS �., 2 _ RIVERSIDE,CA 92507 r L3 INTERSECTION,38.5' NW OF THE CENTERLINE OF BY MAP ON FILE IN BOOK 8 PACE 378 OF MAPS, OF RIVERSIDE COUNTY, CALIFORNIA. ti m PHONE: 909.342.0036 DETAIL SHEET N0.C55955 Y - 1-800-227-2600 CHANEY STREET, 2.0' SE OF A STREET LAMP RECORDS OF SAN DIEGO COUNTY, CALIFORNIA, w "A • FAX: 909.342.0268 FOR OF 7 SHTS. POST,8.5' SE OF PPN 2357956E, SW'LY OF A Exp.12/31/04 �,(n bZ FILE N0. DESCRIED AS A WHOLE. � NEAR-CAL CORPORATION FIRE HYDRANT, A CHISELED SQUARE IN THE TOP J?q CIVIL 3 The Cornerstone Group RUDY E. N Z OF CURB. MARK REVISIONS APPR. DATE 7F a.CAITF� P TWO WORKING DAYS BEFORE YOU DIG A-93-17 12/95 ELEV. 1273.77 DESIGNED BY: D.K.B. DRAWN BY: D.K.B. CHECKED BY: R.E.N. P5r11AS18a-" R.C.E. 55 EXP. 12/31/oa COMMERCIAL PROJECT#2001-02 3999 c