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HomeMy WebLinkAbout314-4 i FACE OF I"RADIUS 36" DETAIL "A" DETAIL "B" I"RAO. LAND5CAPIN6 I�I/2DI CURB I,. FACE OF is. W. (.ANDSGAPIN6 2" B" I'-O" I'-O" SLOPE US LA.ND5CAPINO 1 1/2" CURB HEAVY VEHICULAR TRAFFIC LIGHT VEHICULAR TRAFFIC N PAVING RADIUS T.I.=6.5 T.I.=5.0 2" CURB F °a .8• `� _ ry PVM'T 1" 1/4"LIP V PAVING allP.G.G. (TYPJ 0.35'A.G.OVER O.10'A.B.(GLASS 2) 0.25'A.G.OVER 0.60'A.B.(GLASS 2) RADIUS iV AT 95%COMPACTION �AT q5 %COMPACTION SLOPE _ . •`� •i 'd PAVING �° •48 (V 0$°8� 9 0�A oo w rr r. .. '- O o aoo g°ooa 8a 000< Oo a-.�o°o°S=o°��2.0'SUB_BA!�,E e g oM�° „�,,mg' ::�..: •.s'•r:,�`. E; �o ..o,:,. .ro 33 °°UY°.06"' 84 D°R 9.�R.o o I"RADIUS D I"RADIUS C_C 2.O'5UB-BASE AT 95% NOTES $ < AT 45% COMPACTION NOTES: : Z COMPACTION I.PROVIDE EXPAN5ION JOINTS AT 25'O.G.MAX.AND AT NOTES: - Z I.PROVIDE EXPANSION JOINTS AT 25'O.G.MAX.AND AT CURVES,TANGENTS,AND CORNERS. g C CURVES,TANGENTS,AND CORNERS. I.PROVIDE EXPANSION JOINTS AT 2W O.G.MAX.AND AT K THESE PRELIMINARY PAVEMENT SECTIONS WILL BE 2.BASE OF CURB TO REST ON COMPACTED FILL. CURVES,TANGENTS,AND CORNERS. RIBBON GUTTER m ED FINALIZED BY SOILS ENGINEER AFTER ROUGH GRADING 2.BASE OF CURB TO REST ON COMPACTED FILL. �1 D OPERATIONS.SEE OVEREXGAVATION DETAIL. 3.SACK FINISH EXPOSED SURFACES. 2.BASE OP CURB TO REST ON COMPACTED ASSRMSATE BASE. DETAIL "l' " 5 3.SACK FINISH EXPOSED SURFACES. 4.GUTTER GRO55 SLOPES TO BE I/2"/FT. 4.GUTTER GROSS SLOPES Tp BE I "/FT. 5.SACK FINISH EXPOSED SURFACES. - PAVEMENT SECTION CURB AT PLANTER CURB AND GUTTER AT PLANTER CURB AT TREE WELL DETAIL E" DETAIL "C" DETAIL "D" LIMIT OF GON5TRUCTION� �.. O O O O 6 WORK PAINT TOP d FACE I/4"TOOLED JOINT 24" OF CURB TWO GOATS BROOM FINISH TO EDGE OO O 12" I " TRAFFIC R$ETANT 3' 24" O O O NATURAL 1/2"RADIUS SLOPE U GROUND-,, SAGE FINISH b" H O O FACE OF CURB I.bT' LINE OF .a i., 1/2" f APPROX. O I ^ ^ I m 12, 6„Key PAVING—_� • 1/2„ 6" 24"D 5WALE'H' 6 RADIUS 0'. NATURAL O �'F'F'ai- -1'�lW in K RADIUS TYDPJ S� P.G. (TYP) 1 - GF T SLOPE m< O O O PAD N Q •• •4 CONT.TOP------_ O / d BOTTOM „ FILL MATERIAL (V D< WITH bXb-IOXIO W.W.MESH 3"GUNITE OR CONCRETE PER SOILS IL <4"GONG.5IDEWALK W/6 x 6— 6" REPORT U J WL4 x WL4 W.N.F.. IN BUILDING . CONTRACT) Z •4 1/4"x 4"PREFORMED O ; z .35" AT BASE EXPANSION JOINT FILLERS O SLOPE 8 - C TYPICAL PAVED SWALE Nd4ERE SLAB ABUTS F i 2.1 Z w APART " � H � � DETAIL "H" VERTICAL CT LIMITS d n AT BASE AT CONTRACT LIMITS DRAINAGE CHANNEL } TRUNCATED DOME NOTE:PROVIDE CONTROL AT 25'-O"O.G.MAX.AND AT CURVES, i s TANGENTS AND CORNERS.RUN BARS CONTINUOUS THROUGH JOINTS DETAIL "J" DETAIL "G" AT STOREFRONT 511DEWALK CURB.SACK FINISH EXPOSED SURFACE. I PA VED S WALE TRANSITIONS I 2"HT. CURB AND WALK DETAIL "U" DETAIL "I" TAPERED EDGE WHERE EXPOSED !'� C -PARKING STALL -LOADING T CON NTTO=--="` _ _----TYPICAL SECTION A._A,:_.-- __:_:: _ -'__"_ --: :_'--- .:.::::_: ._,.-_ --.:_ _. :..,__.- _ -:__ :_.::_ ._ PARKING STALL CONSTRUCT CONCRETE 8' VARIES 8' R () SIDER d ED6E5 4"RADIU5,TOOLED FINISH FLOOR I'-O" 2" 8" I'-O" I'-0" P.G.G.TREATMENT AND COLOR PER PLAN-----,,,, RAD. OF P.C.C. PER ARCHITECTS PLANSq)b• q' AT 51DEWAL CURB EX.CURB 0 0�p I I/2„ RADIUS ><3®24"O.G. — — - _ �0 F DEPTH PER '^ -I • + -_ .'•i, '•t PAVING SOILS ENGINEER RECOMMENDATIONS n • PAD ELEVATION IN SOILS REPORT I it IE �I III" III„ w > b,P.G.G. L PER PLA — _ _ J - �_ r ••1' _ z • e.. b CLASS 2 T — — — — — — — — — 7 I •.,�..: •.'.f.�+�.`. g D AGGREGATE BASE TYPICAL BUILDING PAD UNDERCUT I J ><4 BAR X 12"®4b"O.G.INTO I"RADIUS 8 a QY 3 LANDSCAPE CURB AND SLAB,BEND AT CURB m $ 24'SUB-B w ASE m 9 a z V AREA NOTES: g / ®95°(MIN) N I N f 3 U I.PROVIDE EXPANSION JOINTS AT 25'O.G.MAX.AND AT o Z COMPACTION - X N U Q On d CURVES,TANGENTS,AND CORNERS. c: 1In°'•' w N U (¢e 2.BASE OF OURS TO REST ON COMPACTED FILL, m IL 3.SACK FIN15H EXP05ED SURFACES. D ENHANCED PAVEMENT G 4.GUTTER CROSS SLOPES TO BE 1/2"/FT. I S DETAIL "0" CURB AND LANDING AT PLANTER DETAIL "V" I B6.S FC I Py 12"SCORING 3 P,C.C, T \O I GROOVES PER ><3®24"O.G. ALBERTSON'S DETAIL BELOW 4"GONG.51DEWALK WHERE - I/ .Qr• 9.1' I/2"RADIUS ON ALL OUTSIDE OCCURS SEE 51TE PLAN. ll It 0I CORNERS I/4"RADIUS ON . ' O 0 ` I RAMP INSIDE CORNERS LAN05C P PLANS . . . ..L. :• ... LANDSCAPING SEE „ FINISH PAVING I A E • SEE SPECS. b"CLASS 2 a DETAIL "P" AGGREGATE BASE cN � •>zr • �9 / B q • •©• A 24"SUB-BASE e x` ®Q5°(MIN) APPROX.3/4"EXPECT Dn COMPACTION APPROX.1-I/2"ON a I I 1/4' SLOPING PORTION OF Q RAMP. O O d4 GONT.RE-BAR INCL. 6 P.C.C. SLAB p e — o T d B �� THRIJ.EXPANSION JOINTS 23 $ D DETAIL "T" L 4 4 a z g COMPACTED SUB-GRADE z J GROOVING DETAIL PER SOILS REPORT tntP �LI I�Ha PAVING INDEX MAP CASE H Ico . PROVIDE EXPANSION JOINTS AT 25'-0"MAX.AND AT ALL CURVES,TANGENTS,AND CORNERS. D fY p ofESS)n 2. BASE OF CURB TO REST ON COMPACTED FILL. I 3 DON 3. SACK FINISH EXPOSED SURFACES. s y MASUKAWA No. 21789 m 4. RUN BARS CONTINUOUS THRU EXPANSION JOINTS. z EXP. 9-30-01 srga7r NG��o! CURB AT LANDSCAPING c� C DETAIL "W" C-3 J OWNER, DEVELOPER: REVISIONS: APPROVED BY, THE5E PLAN5 HAVE BEEN EXAMINED FOR COMPLIANCE WITH d APPROPRIATE CONDITION5 OF DEVELOPMENT,CITY ORDINANCE ALBERT50N5 CITY OF LAKE ELSINORE250 / ,INC, AND/OR GIN AND STATE OF CALIFORNIA LAH5 AND A PERMIT 3 I I BO SE,IIDAHO 3 266Lw. P F E I L E R & ASSOCIATES ENGINEERS �TO CONSTRUCT MAY BE ISSUED. DETA IL5 1\ CIVIL ENGINEERING & SURVEYING DATE: RAYM 'DEN L R N 26603 ATE2-LJ'PY ALBERT50N'5 #698 ' 612 N.Diamond eor eowe"ard APPROVED BY, NB GHMARK CALTRAN58M 13-G-93 30g01 RIVERSIDE DRIVE OF IS SHEETS Diamond Bor.California 91765 Telephone(909)860-5850 FAX(909)860-3967 BRA°fJ DI5K IN W Y.(.I1R8 RIVERSIDE DR (RTE-I)29 FT.NLY.OF NLY.CURB RETURN G I lY PRO.IEGT NO. 9"1-5 FILE NO. P AT LAKESIIORE DRIVE,9 FT SLY OF CENTER 0 4 OF 15 FT.CURB INLET. — DATE: EL:12&0.13(DEC.was ADJJ F.B. A CIVIL I�D,AGAD�DWG\96093�SR-3DW6