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HomeMy WebLinkAboutR-370204/C O DNAL (;Y a1Hx.RSI �\ ' .EMWT CONCRETE 'r CUES & CUTTER SEE NOTE 3) CEMENT W' /CFE:E PEOE5IRIPN CURB (iTP.) 1NP 1M1A 12H 1`/ ELOPE (TIP.) CEMENT �\ DEPRESSED CENCRcTE OJRB 6 WiIFR 9CENAIK (SEE NOi 3) T"FE 1- MSC UETR:C 'yl =W SE= ST-:EI T 3 (BY OTHERS) ` j CEM. CONE. CURB CUTTER (SEE NOTE 3) 1 DRIVEWAY ENTRANCE ( SCE SLOPE (TIP.) CEMENT C(YJCRE iE \ DEFREDS ON EB SE NOTE 3; TYPE 2 "OLAE'RIC VIEN SEE SHEET 4 S/y RG ND :lx.s iE C'rA ': . 5'r 0 — VaLJLS - 1.' AN (L4' CCN(FAC-) .i O.E i.£A I. Ghc TEC a wo/ 15 'tt 1 Col ,A a YnG "C A AL ( E I A41 LAID G} siocwALK . 1 cgsr, exPa pnt (se E Pen F3) Atn 3/ 8- pn : 0 SL AL5 5 re aer the v.cy cerawmeL iJ I :. ,uetvt egenswe pnts po'OIN -tN 1 -.e cs:Mn• e JONI aAU F -1) � b E- zwc-d el 15 mmmwr yccry when rrlr -_ra/ wi.UA e.eeed V! 1 1 See S:0 °la, r -3 I, slde,.lk Details Q b T`.: CJ•O C,a 11C i e U:. CCntreo A.PG .•v the OSee nCL ,A ,- cc•E c , se --lee ssa Plop F 1 f, e.re deII6= T 31> 3 ITEN A e_Xes .r ei-, CEMESC CONCRETE DRD'EWAY ENTRANCE +�L•3J CEMENT CONCRETE SIDEWALK C 'L \PE` i, 2. 3, k i C 0Q00 CEPEIT COGiX SIDE «AIR SLOPE R VNCiNC. •- VARIES (SCE CONTRACT) t_ L e r WdEN SPEGNED SIDEWAW MAY BE ADJACENT TO A WALL DETAIL) -- (SEE (Q \CONTRACT SIDE.< w ` VARIES - o - MIN CONTRACT) 1/2' R (IYP) z z 2z SEE CURE FACE MINE LIONOLIRIIC C MENT CONCRETE S/y RG ND :lx.s iE C'rA ': . 5'r 0 — VaLJLS - 1.' AN (L4' CCN(FAC-) .i O.E i.£A I ,A a YnG "C A AL ( E I A41 LAID G} siocwALK . 1 Y 0 SL AL5 p iJ ]/9' L %Pµ9Q� 7 (=EE sa, JONI aAU F -1) � b E- 'Q^ V/ V! 1 1 �I Q b O nCL ,A ,- U T 31> 3 ITEN A to EDGE DETAL MAT FEELER +�L•3J CEMENT CONCRETE SIDEWALK C JON - FlLLi C 0Q00 CEPEIT COGiX SIDE «AIR SLOPE R VNCiNC. •- VARIES (SCE CONTRACT) Y CEMENT CONCRETE SIDEWALK ; 5'r 0 — VaLJLS - 1.' AN (L4' CCN(FAC-) 4 I Ue L I W LAID G} siocwALK . 1 2 0 .ryE i CCNK.EY p ECES ^re.W ]/9' L %Pµ9Q� 7 (=EE sa, JONI aAU F -1) � b ``('� +2N 4ECEIEJ N sm PLAN F I (ter c ll cxlwcl) N1 CPi6f- S6fTrnU! PANG .. W iH \ SEE NOTE I (E4ENT."TLT =Pf= (IYP) 0 Co'? k C41 cR MN NEW (SEE voTT 3) I EF No, LONG, TD SCAIE� P I'-,' i- N' NN. AnIRAGO RPMP LEND., C° GfER PE ESIN RN LU Y CMWE.L ( J/9 E PAhNDA X4Nr (IYPD D"'MA (SEE SECTION I 8' 0' 6 O' pEPgES:fD GIRB k 4Lil(T ]) N 2% i1 Vil4P 5[C110T I II 1.. (EY OIY L RSj `J CEMENT CONCRETE DRIVEWAY ENTRYYCE TYPES 1. 2, 3, k 4 SOICL 3 IF u 1 G.� TDOPTCJ / G'..' REV ., d /I1 �.'LARC PLws 5'r 0 — VaLJLS - 1.' AN (L4' CCN(FAC-) I — E)QSRNG ASPlIA41 1.0'• NEW CURS I W LAID G} siocwALK . 1 2 0 .ryE i CCNK.EY p ECES ^re.W ]/9' L %Pµ9Q� 7 (=EE sa, JONI aAU F -1) � b ``('� +2N 4ECEIEJ N sm PLAN F I 'Q^ V/ V! 1� rQ �I Q b O (SEE STD. PLA ,A ,- U SEE RAISED 1 /4" PRE.D DED to EDGE DETAL MAT FEELER z CEMENT CONCRETE SIDEWALK C WIN RAISED EDGE C 0Q00 cxlwcl) N1 CPi6f- S6fTrnU! PANG .. W iH \ SEE NOTE I (E4ENT."TLT =Pf= (IYP) 0 Co'? k C41 cR MN NEW (SEE voTT 3) I EF No, LONG, TD SCAIE� P I'-,' i- N' NN. AnIRAGO RPMP LEND., C° GfER PE ESIN RN LU Y CMWE.L ( J/9 E PAhNDA X4Nr (IYPD D"'MA (SEE SECTION I 8' 0' 6 O' pEPgES:fD GIRB k 4Lil(T ]) N 2% i1 Vil4P 5[C110T I II 1.. (EY OIY L RSj `J CEMENT CONCRETE DRIVEWAY ENTRYYCE TYPES 1. 2, 3, k 4 SOICL 3 IF u 1 G.� TDOPTCJ / G'..' REV ., d /I1 �.'LARC PLws I D' -D' N VARIES - le YIN. (SEE CGYTNAIT1 c .. I Q I — E)QSRNG ASPlIA41 1.0'• NEW CURS I W LAID G} siocwALK . 1 2 0 - SJ -' O p C (5EE LCNT124Li) 2 kVAR-S '1/2• R. (TV CUPS NOT 'Q^ V/ V! INCtUDsO N Q N ED "Eu O (SEE STD. PLA ,A ,- U SEE RAISED 1 /4" PRE.D DED to EDGE DETAL MAT FEELER z CEMENT CONCRETE SIDEWALK C WIN RAISED EDGE C 0Q00 SLOPE R VNCiNC. •- VARIES (SCE CONTRACT) Y r WdEN SPEGNED SIDEWAW MAY BE ADJACENT TO A WALL DETAIL) -- (SEE (Q \CONTRACT SIDE.< w ` VARIES - o - MIN CONTRACT) 1/2' R (IYP) z z 2z SEE CURE FACE MINE LIONOLIRIIC C MENT CONCRETE = CURB AND SIEWFLK r Waa SL_CGE ROUNDING VARIES (SEE CCNTRACT) P_ 1HEN SPECIFIED SOEWAL( MAY BE ADJACENT ry C017RACT TO A WALL (SEE DETAIL) 511E1ALk BUFFER STRIP VARIE('S DRIVEWAY ENTRANCE SEE rf CIAaTRACI) (SEE CONTRA<i] /`L'�, CEMENT CONCRE c. 1/2' R (TVI I CURD NOT SIDE SLOPE (TYPJ `INCLUDED Ix BIC ITEu F� (SEE NOTE 3) DEMENT CONCRETE SIDEWALK ABJACENT'TO SUPPER STRIP CEMENT CONCRETE SIDEWALK CEMENT CONCRETE� A'S SHEET 2 0l DOr D NOT 10 SCPL£ VARIES - E -0" La 0 VARIES - 14' MIN. VARIES - 6' -0' to 0 (SEE LDP SATE l: J1 PSI @IYAT ENTRANCE - 6'A1. VARIES - 6' fa 0 y w7 I D' -D' N VARIES - le YIN. (SEE CGYTNAIT1 c .. I F"' ° \ DOPTED •�.., rn R mxiov lii,YDdHN PIINS .. .^ FtiYO LSt DA]T P /G/ TI —z F,',04-5 S PAL 1004., 6- 1/2' ' 2X I Q I — E)QSRNG ASPlIA41 1.0'• NEW CURS t- W ! PAVEMENT T' —LIMN. & GUTTER —,- II 2 0 I I p SAWCVT 2 -_ -- -- \\\\ I 'Q^ V/ V! W N Q O (SEE STD. PLA N r-3) U ��---Iitz to z CEAJ_ FT II NIMUN C 3" CLASS B' 'S' 3" AC. C 0Q00 4" A i D Y 6" CRUSHED ROCK -- �I (Q 4" CLASS 'B" B.C. 4" LASS 'S" A w E" CRUSHED ROCK i ' ,CURB h COVER RERUCENE!n DETAIL i ADOPTED z MUST i1PTCi PNI M Ir THICKNESS CREA( R_ • I ar N+-*T - LE D3 ;C60 ED CF DA} A rD FA4 M Yl� aron y = Dr Pm r Waa I---- -- l_b.°C ___ .IwG YAt,_ fCGB._ DRIVEWAY ENTRANCE SEE NOTE I /`L'�, CEMENT CONCRE c. SIDE SLOPE (TYPJ ( I! ), CURB k GU1lE4 - (SEE NOTE 3) CEMENT CONCRETE� A'S NOT 10 SCPL£ VARIES - E -0" La 0 VARIES - 14' MIN. VARIES - 6' -0' to 0 (SEE PSI @IYAT ENTRANCE - 6'A1. VARIES - 6' fa 0 4DE SLOPE (TYI7 u / j a Z sl f l_ 3/8" EXPANSION JONT (TIP.) SECTION (SEE 5T0 PLAN F 3) DEPRESSED 1 /2• R (TV. m'°{ WIRE CURB k GUTTER (5EE NOTE 3) /Y DRIVEWAY (BY OTHERS) _ \I SECTION i N CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES t' 2 3, & 5 SYCnt H OF B F"' ° \ DOPTED •�.., rn R mxiov lii,YDdHN PIINS .. .^ FtiYO LSt DA]T P /G/ TI —z F,',04-5 S PAL 1004., 6- 1/2' ' 2X I ^ f1p1E: EXTEND O LNCLUD i RAISE ERSE SEE tul 6 1/2• - >p mumv wr JO,NTS i0 INCLUDE RAISED EDGE CONTRACTION FACE OF CURB 1 JOINT �5 1/2' 1 RAISED EDGE DETAIL •dI 2% I" R' x.Ur wAU. J A a TOP OF 1° ROACWAY i n -NFL! DR BARRIER SIDEWALK SE NOTE: EXTEND TO CURB (FUL ENPPM) JOINT$ TO INCLUDE CURB (NLL OEPFh) i a - > L CURB FACE DETAIL 1 /A' PREIJCLOED � JOINT FILLER w ...iJ ` wnlce ee�wsem -o SILH41.,K ADJACENT v 4"- DETAIL I 8' °rOB' D C KITES: i 71 a,. < J �, fO . D ,�• Ap P MSM r.rveaI G{ P. RW1E 91 BE NNTNNLO Y1 HL . • p$' > I G - 2 xCENni a dl J3 tt SHALL 6C se0 MS LEW IS u° cew Au m rs sx Ix LAVE xD m ED �PREMOLDED L ntE1S FW ANA L IC LGINS Se TRAT@"Ter. TLaw qAs' JOINT FILLER wFao A., s 9uLL EE vrJRFO s IsNUIS uv l caw n¢ EXPANSION JOINT CONTRACTUY JOINT TPW 4 sJS' fAA p uv c R,row n I. ttNm£5 x LL1FL LP A Il; "r -;E VPIPAi Mb'FKeT E➢E£ A F T p(MLFS leI T I / >'Ay I/,. 91W IU SCR 1TX '. CEMENT CONCRETE SIDEWALK j I ni¢n mT s 1 �'s00�oI ro� w ac Arz P �OV nS N5 5 GF T'E ll uov0 P T 91 4 Ik j / .x ro M Go " A`LL IriJ Aue SHEET 3 ( 3 tit .p. ADOPTED I 1, �AI E " IRO mNexr, MSS 6N Ab sL - .•.rx;J vA"., a ! 1 c n DE xk D an. a i �^ ANpA1:U PInNS >_]i R -{m01 T >`r =v YC. NA` rll l'J P F 1'E: L.LI". 1FJ .P.n ai ] ___._ 1 -_.- � ... -.� _____. - ___.Lf c PEib10N �t31. iPP I AFiMAd s —nn B-1� i nrea % // mum ar ( eMEaen B J ��1'lTnim+ ®n r I APPREAd P Au va - aa'a�pq'V` `Tw+ a+ w m. v �to- scnee_E =e CEMENT CONE EI" E 3D)EWP.1.)( AND APPROACE DETAILS ADOPTED crtr J- zer>v 1 ULO LS( 9nTY.- '.viJ. I VJ J W Q I — E)QSRNG ASPlIA41 1.0'• NEW CURS t- W ! PAVEMENT T' —LIMN. & GUTTER —,- II 2 0 I I p SAWCVT 2 -_ -- -- \\\\ I 'Q^ V/ V! W N Q O U ��---Iitz to z CEAJ_ FT II NIMUN C 3" CLASS B' 'S' 3" AC. C 0Q00 4" A i D Y 6" CRUSHED ROCK -- Y IL7 A MINRALM (Q 4" CLASS 'B" B.C. 4" LASS 'S" A w E" CRUSHED ROCK i ' ,CURB h COVER RERUCENE!n DETAIL i ADOPTED z MUST i1PTCi PNI M Ir THICKNESS CREA( R_ • I ar N+-*T - LE D3 ;C60 ED CF DA} A rD FA4 M Yl� aron y = Dr Pm r Waa I---- -- l_b.°C ___ .IwG YAt,_ fCGB._ ^ f1p1E: EXTEND O LNCLUD i RAISE ERSE SEE tul 6 1/2• - >p mumv wr JO,NTS i0 INCLUDE RAISED EDGE CONTRACTION FACE OF CURB 1 JOINT �5 1/2' 1 RAISED EDGE DETAIL •dI 2% I" R' x.Ur wAU. J A a TOP OF 1° ROACWAY i n -NFL! DR BARRIER SIDEWALK SE NOTE: EXTEND TO CURB (FUL ENPPM) JOINT$ TO INCLUDE CURB (NLL OEPFh) i a - > L CURB FACE DETAIL 1 /A' PREIJCLOED � JOINT FILLER w ...iJ ` wnlce ee�wsem -o SILH41.,K ADJACENT v 4"- DETAIL I 8' °rOB' D C KITES: i 71 a,. < J �, fO . D ,�• Ap P MSM r.rveaI G{ P. RW1E 91 BE NNTNNLO Y1 HL . • p$' > I G - 2 xCENni a dl J3 tt SHALL 6C se0 MS LEW IS u° cew Au m rs sx Ix LAVE xD m ED �PREMOLDED L ntE1S FW ANA L IC LGINS Se TRAT@"Ter. TLaw qAs' JOINT FILLER wFao A., s 9uLL EE vrJRFO s IsNUIS uv l caw n¢ EXPANSION JOINT CONTRACTUY JOINT TPW 4 sJS' fAA p uv c R,row n I. ttNm£5 x LL1FL LP A Il; "r -;E VPIPAi Mb'FKeT E➢E£ A F T p(MLFS leI T I / >'Ay I/,. 91W IU SCR 1TX '. CEMENT CONCRETE SIDEWALK j I ni¢n mT s 1 �'s00�oI ro� w ac Arz P �OV nS N5 5 GF T'E ll uov0 P T 91 4 Ik j / .x ro M Go " A`LL IriJ Aue SHEET 3 ( 3 tit .p. ADOPTED I 1, �AI E " IRO mNexr, MSS 6N Ab sL - .•.rx;J vA"., a ! 1 c n DE xk D an. a i �^ ANpA1:U PInNS >_]i R -{m01 T >`r =v YC. NA` rll l'J P F 1'E: L.LI". 1FJ .P.n ai ] ___._ 1 -_.- � ... -.� _____. - ___.Lf c PEib10N �t31. iPP I AFiMAd s —nn B-1� i nrea % // mum ar ( eMEaen B J ��1'lTnim+ ®n r I APPREAd P Au va - aa'a�pq'V` `Tw+ a+ w m. v �to- scnee_E =e CEMENT CONE EI" E 3D)EWP.1.)( AND APPROACE DETAILS ADOPTED crtr J- zer>v 1 ULO LS( 9nTY.- '.viJ. I VJ J W Q J t- W 2 0 W p z 2 'Q^ V/ V! W N Q O W _Z Ld W W /zn v Z W z aK z - LLI G ~� W a z cQ T G F U W O Q. PROJECT NUMBER M. SpyC 2012 -002 SHEET NO. 00sea 4 4 sSroxAL BT'o OF TOTAL C�)'P, - .�)O;�-aLf W IL tC N N Q 0 U ��---Iitz to z m C Q C 0Q00 Y -- Lu (Q 0 w C7 z 0 E = r Waa z O W _Z Ld W W /zn v Z W z aK z - LLI G ~� W a z cQ T G F U W O Q. PROJECT NUMBER M. SpyC 2012 -002 SHEET NO. 00sea 4 4 sSroxAL BT'o OF TOTAL C�)'P, - .�)O;�-aLf