Loading...
HomeMy WebLinkAboutAPP2019-2049 ~ L v M o z zQUz !� i9 c�J d Q x o w uw 1— J �" r 9' r 0� w0Z ') 1` w 09Q$ z 00 > w z ? �1 Jam.. � s � �, � Lu LL ® L� ✓� ,� crn C> 64� zw¢� ¢d �J w _- o w v �:� w w uj n -� z ozozo � z LU d j � m 7' ia- w tad f- 9Pw = O w l� U O co N O ❑ -jw w Z � m �¢ �►- W twu z w IL LL w W O 7 w w co w ❑ ac� c. I- w , x06w � w N J aM z p 0 w2 � O W Sz rLLW � z z N � o ° ¢ U a 'z DOS O LL CO �zw ¢ z 0 O LLIV zv� zr� �n Qw U O QO ¢ ¢ F af2ZT0 1 LL j wT- U �! oz �r r a. ® IL m 1 !� \ o Q ¢ W Z Q ELD, O W OOP m `� p J 1.0 4 ` CD � Ww � � z ¢ � co0w0p �LLJ a t11 217 __w wz O O ou zZ � 0 m 1W- (cam •� ZZ � F < U U ¢ Z� �y � V o 0 r)v ()(.) U w Jw. 0CKC- 0Z W J1 vo oo7CaO o ZCO WU- Ir U- ~ WZO J O p L� H �QtnaIL0 F<- YY OS � � OOwNZ a t J (J Z a ¢zd ¢ � � ¢ Qd UU U- (9 twi�z_ Or0 sn d' W t w9ww a.a. UJ � � �� O.Z �(af N ~ 0 1 � � !� N -J RO - - ¢ xs ¢ oa in U � zUz � W o a w LLJ U `� ALL rmi � Z O a w 2 (� cU P z = F_ oo ❑ Uc000 � z w ° �_, � - ¢ w 0- 0 �-- w °- -� w w' Q � cnZt2r� tn � u� cn � u� wsu ¢ z mz F-�' dw ❑ � ¢ � U �- O W Z o � JO w� w � LLI Z L a' ❑ w N N CL W _� Yo- U �' � U � z10 ❑ a z ❑ ❑ [� F- z ❑ ¢ ❑oU ❑ Wi� C72 JJ w fn2 >- oi - = ¢ w w o 020 a ¢ z o >- O W CI W ¢ z w z (r z Z w x 0 w co w ❑ = U) W ❑ I o0 = � 0 ❑ w FE z a Oc.I a s J O ¢ U CL ❑ to ❑.:m zU - 9Uwo a W a �Op Chu' § 8 # m e d § § _ ] 0 - f § c § } \ w w , k - § ° / ƒ j / ' k � § $ § zo < £ © ) a q 2 a \ k q C�lE _E \ / J ^ § � © § § 20 ) CDd ® m r / 2 6 / N § R ° 7 / # = U ° \ ) k § k Y 2 ) 2 j ) o • � _ 2 ° 0 ° 2 \ , § cc o B w A § 2 § / $ . f \ z g & . k § \ B 7 -0 $ E & 2 2 k \ \ $ £ 2 7 \ ƒ / c 2 0 \ \ \ b \ k k k k k z B m \ 0 § m 7 R $ / k \ L / » \ » o � - o CL CL< ( § § / p _0 Co j § g § o \ + fm x « | _ 0 < y Eou # - « e » @@ A £ _ _ 7 ■ 2 & & u A g 2 a e § g 2 m ° 0 » k ) a 0 s « b S 5 W ± 7 § ± ° / 2 2 04 f e o a w > LL g a. a o k z « _ _ _ & _ L o e qt 7 �# & � C'4 / � » U) k 2■ N a 2 § � � 2 � Q 0 2 B LU e , ; _ § G v g w C \ $ � $ ) \ ) CL Cl) £ 2 \ » ) $ k 2 A / ® 4 v a c s\ u - LL s 3 e * 0 �e �; o « _ 519 Lucas 5/14/2019 Cm 0� I S I S000452 W.C.Lueas addition elk 6 tots 2 R-11t f�J t1� m n � P � Yn W.C.LuCBs Addition elk 1 Lots 1-7, elk 2 Loots Y 1-3;elk 3 Loft 1-6;elk 4 Lots 1.12;elk 5 Lats 1-.-q; elk 6 Lots 1-10;elk 2000309 7 Lots 1-20;elk W.C. Luca9 Adeiition 6 Laity 1- elk+4Lots 1ztt1.12R2 1001197 Rl— rill_LTrP ,,;R EducatiSMddition No.3 elk a Lot I ' 1515(4i411 65 6V morigan Place d�diHon, elcr�'W Lats i Anil 2 Disclaimer; This product Is for Informational purposes and N may not have been prepared lb orbe suliable for legal,engineedng,or surveying purposes.It does not represent 00.009.008 0.016 mi � an on-the-ground survey and represents only 1 Inch=83 feet the�fr xlmate relative tomb n of y�undades. tl06i 11 W A MN m6II-IIIIAS-,TER, �,8w°° 6 1. ��NEx,="ALLBEND. µoPAr��M�WmK /I �T 3/6'R J"R NDTES moo / T/R wxD /3 REB.4 CSO BEBAF mADE l III mFN�G C OFAOlRLLBOOA 9 O ZB C 111.�YSP f �, 1%3 y /F(( °(CL CRETE UNLESS x[usprc[u6rr wi z csrR ur B.Rs x o-A A n[ KEYWAY JOINT .. -I- s BOm WAa3 Z BARS AT 2� BE MGSURED AT BACx u.T I_, r 0'0R PATCMEIN m0w[ss a B') N CENTER BOTH WAYS OF CURB. sxMw SIR CONSTRUCTION JOINT �z D TR T HEADER F R FUTURE PA M NT nrs. MONOLITHIC CURB&GUTTER x.rs. i/9n 10 O%Ifi tMDE TC- SKMsvc tolPD.wO w �Alc-I�q]/. w6 I I/N'ur,.nE.RwcE x, ui i.s. 6 \� Pd I wx.�r 1 3/B"R rr R r N3 BAR(TYP) 3 1 I ' a 57, i.tt.I)TO BE ru[D Af Delon T IRS RE IF A L 6 AR MENiR rs 4 JpxT nLL arr Rl 0 =Tx CKNE55 [Paav REDN xo ma .ITT r tmz BOX�.. 4YI CXPANSI�h�fQlh17 \ 6,� 1 q wr "PAlx.mu Aas SAWED CONTRACTION JOINT F.marzD BDD n.wxw ]- Na BaR Orv.) 6 2-6 STREET HEADER ATT EXI5TING PAVEMENT L4^m x.r.fi Bmu TURTS AND A N.T.S Dx vc.5 s At 5) (TYP.J x 9. sSf PARATF CURB&.,UTTE Tx,wS[Dn � f�INFORCED CONCRETE PAVEMENT REINFC.C%D CONCRETE PAVEMENT '% x 5 STREET HEADERS �----e JOINTS GR2oso --_ cezo�c .o «Aa°,E"ED1 oLI C.% PAMEMExT � F cx UM pCWE„ED CURB BBINc Is TD BE m srALLE° �� :iwffmox Pcm P B 30• .. T si D�5 3 ,To �lsu c c Rs"E `I I CONCRETE CURB & GUTTER P Z4r'E INT GRA S PARATEJ{�OVr ; GRs,2oZ3(TY. I N . R"<uR0 WM f 7 / X' BWpC CROWN - - - - - -- d ff R-3 INOE(MIN) EICHT D 5 - MAL BINpEft CWRSFSI SPECIFlEO BT Cltt -1- - 6"MIN.LIME OR CEMENT-� H L GILL SECTIONS DNLT. �M - •--- - - - - STABILIZEO BASE OPE ATC REVERSE W (RI SEC(AS CMLY. p.OTw.T SLOPE ALCF ABLE P ss O 0 E CEE)].t.) F•, Is'MOPTOSICCCU INE. cwlnAcnw.la I 3I yl r / EB .) 1 norEs HOT MIX ASPHALTIC CONCRETE PAVEMENT :.(Trv.l CURB,ae As 3� I "orts Squ INVESTCATON FDR SUBGRADE OE6IGN SHALL BE yy ECIFIEp BY Gtt I.SANE$MANS VERBS ACED: CTON AL ENOIxEEre. :S DESIGN TYPE G STR,{T ONE Y (PAVEMENT SHALL BE SAME AS GR301DA\'L JOINTS SHALL BE SP.' O SRI—BE APPRDVED BY TIE CITY"'-TO CON5IRUCTOx. x IS E E W 11''� CPO B30'IN PAVEMENT?6'-- Ca_ W BY A CEDTECXNIC 51PEET N4ID oiH P PBS wr I E'TI PAVFER TO�RENL<B"MILK, CFFTE PAVEMENTS ARE �mr[vi'pt CAL PAI£MExT Z BEING ECONSDERED FOR USE,TTHE ASPHILT CONCRETE E AH w r 66 NIN. VA F- 6 a I/2"L Z JDINiTDSPAC NC O"ONpINAL FR_NESS SNALL BE BAS.UPON NECESSARY SUBWiAOE ANAL�ES AMID PAVEMENT THICKNESS DESIGN DETERMINATONS D BY THE CITY..T1nCKNESSES SxOWN ARE TtwLAL. TYPE"D"-MINOR ARTERIAL 3.TACK COAT BETWEEN COURSES AS REQUIRED. .,mom. TYPE"E'-COLLECTOR(APARTMENT,COMMERCIAL&INDUSTRIAL) REINFORCED CONCRETE PAVEMENT TYPE'F"-LOCAL COLLECTOR(SINGLE FAMILY,DUPLEX, GR2110 APARTMFNT COMMERCIAL&INDIISTRIAI) Mrs s TRANSVERSE JOINT SPACING nOR20eo / 1 w' FOI / v PROPCRry LIN� MINI 1 ui 100'FOR CUL-DE-SAC UI((FILL SELTONS ONLY. ASPHALT PANNG� I[� - -- -- _SAL LIERNATE REKRSE SLOPE / A I 6" A aE NDT TD EXCEEDfIIIII y,�I - �I1 A S. z- . s--Wp6wAiK- r—-1-r MINA I I WL DE sAc , L-DE 6• s'czo.+ r— T M".e-CURB MarRX Ss PARABWC IVL- J ! ONN"EILNr III nw us"i I-1I 3 3/4'CROWN O 1/4 PT. Q MIN 6"OR AS SPELRED RY CI1Y B-6 A zo.,MAx -} P..I m Tx ITyp CA �I CURB RApMs w n•I. x,s (/ 0.1 Funs OU I_ _ �s 1X6 K[nAr twsmucnw.Ia,TTOX -FALLS 3D xIM R ��, TSPHAL P NGl /� I I I W R.- )P ®IxD Axv uA[T,uAlwu[ —� FACE AYS WiPwMAI�[p MiBARs x x Rs of ro I a, ' I p s9 OR I-ITRLI­ a EpwTM� _ As rr xAs x PL_ PLAN t w�E)° PAVING DETAILS auIs51AgdcN E) "E. OF III, f r� 1 BLOCK-Wi LIMIT IF NO! PAKMwT G la\`�PW • - .,-.v�_ - SIONS °"OUMIC W/PWAT. " I �6 BAR�OFNEL 1B E� G OOx41 6EE�z6D) ;.r .�:w .=A<�Dm711�% NnrF. T 5 T R E E T xv( NSEE�snxceD'Awrvc M �cAsmss nmx m[uwrs sx.0 e[ ra.-EZ6 oe TIE a•mx LL.sm o-sae. SECTION A-A w.la sin D"Et"un]BASS ORI—Y DIMENVONS AND LDunoxe s LL COMPLY N1TH PLAN VIEW ,B eEINA,BCR E IANRS EE ws".M.A.G smE[T. 5ECnON z0-x1 of ME CWE OF DRDINANCES. ..IS rS REINFORCED CONCRETE PAVEMENT REINFORCED CONCRETE PAVEMENT DRIVEWAY APPROACH - RADIUS RETURN TYPE ........�. TYPF "D..- "E;;, "F" AND "G" STREETS V TLR _ _ GR215C CR2031 VA Y TTER GR2041 CREATED.A/,3/9a sl¢T NO. i