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HomeMy WebLinkAboutTED4003231.15.1"f�112aMn;9SAAN'flwn:— — — 1`— I .— 111­1 - I I.— 1 -1 -- i­1 I — T11 I —, V 11:—1 1?'! 1­­ 1 1 "1 — I : 11 cn NE 41h J. AREAS CIF I"X:)TH 42, A N 1! 45 HAIJ: RC.!,'iN WIDTHS C, l o 1,('I D� —_ `� i & 1 .5' 315' E 1- S I D E`4r A L K' `EXIST. XIST. E7 0 A S P 1­1 A Ll 3. CI' CIJT (it FC,C, LINE Zi 2% FROM I`IIEW I"ACE OF_ CURB 2.0% :77 nn;;i77Z7-Z-Z7:—_1­27�-7_Z7 4 z7,, .7_72'� EXISTING PAVEMENT Q_ 4" TH I CK CC)NC WALK 2 CLASS) "B" ASPHALT 1--ONCRE-E OVER VERTICAL CONC, 6 CLAS5S "En"" �A,­SPHALT E CURB & GUTTER COMPACTED I . )EPTH ­RUI-HEE ,AJR SURFACING 'TOP C("'1J- C) S oc TYPICAL SEC 71CHIN \,__ADI.".)ITIONAL GRA",/EL I'viAY BE RE01,2lREE) NE 4th ST DEPENDING CiN `_`:011_ CONDITIONS (ARTERIAL,' N. T. I,LJ 'Z BOARDS. BOL 7S, 2 PER JOINT za. C, 7.w .71 R A45- 'i,727',37'r L AG SCRE 14il, GZAL V 0 ri U CZ> z ... ILL CL tol 0 'I _,7 Ftl 7 7771-T-L7Fr7 l7 , :D P_Q�S7S,,_._.4"x6" AoIlAl, CID PRESS41RE TREATED VARIES (2' MIN) OR CEDAR PAINTED (TYP) *#TE. WD 7H OF RAIL 8" Alik 12 MAX, RED AND 6VH17E (PERMAN2:'NT) Rill CTORIZED LENGTH OF RAIL 4' MhV ` LAA(jr DOI,VNWARD, RIGHT or ZAETT IN DIRECRON `i 11 RAF1!7fC lill PASS L . ..... .... .. . ..... .... ..... . . . ..... .... ...... . . ....... . ... z:1 Lj w z E ENT z 16' 1p 117111/171 z is I r� E- w,,\ I,(ILI !AJ .... .... I.tj A FA) ll E'"N r Pib.\/ENCr.N1 LJ 77 . ... .......... TH I C K 7- 4" 'n 0 __4" CLASS "B" ASFHALT CONCRETE (MINI 2 L I F 7 S 2" COMPACTED DE FzTH [3,'1' Lb 4" Y 4 __j CRUSHED 7OP U P �:3 E 0WFIACTED DF CRI, �'z_HED SIJPF,41."�INC� T C, P C(`l-_,RSE t i \--4" COMPAJ'JEDI DEPTH ;1- 1,/2" MINIJS) S 4 DI-PTH Cll..,ASIS '13" ltAP<:TEI' D'. C1 T� CL < tit I F­, D IJ P F'�' C I I-,i S EIA. S E C 0 i..� E. CRUSH� co L T (M I N, AE'DITIONAL GF::'PVE*I,., MIi%.Y BE. RFD:.)Ulf, ED �4 c7) "PJI1 0 j _J P AC"It". 7) 1: E1',q SCII.- ' T,ll ""CiP C&IRSE ..,L U14:HEO 101 i�""UJRSU' 1E0 SUF P f"M1F,`,,ACN­D LEPPA 4 f�A I t N FED I"'t-1­4 NG RAS:' COUW­ "HEI SUP17AC 3 S U PI A N G C 0 R':; F AS, A%, G Atj EL D A SLE WaY E F L RRI v"A"FE ROAD i �11 V� -71 ON 14t, 30, .... ....... . . . ...... . . . ....... ... --------- 0 4 JARIES Ill TO le,' �/ARIES 15' TO 118� 40 Ko 0_1 SiIDEWALK LEVEL 2 7,, I D EX:;T ErE '.')F AS. A 4 r 1" 4" CLA,S'S "ASPHAL7 (Mli 2 L.IF'TS) JF20APA-.�., T E E) D E I-, H 1113 /­4 M, N U S., F U R�' CFUSHE.) SI-IRFACING TOP CU _iE -ACING �01" .�.�D,Jilc-E Z" CRUS-HED URF Z, E,xpM,IsIC! N,, Jil 4" COtAPA­TEE:1 DEPTH `1­1/2" ll I N f", B,VS E 0 S-, E C F: J S H E 1, JRF,2 M �4, B E RE .0 U I R A 1 TI '14 A I.- G F,�'l .. I C:, .. �� ! _. - I' U. ", tit ) l V ULI- LINI­�Wil�_,:, JI�J tj I i.... L_ Ill I I I t.) I NI �o co SLAAFT 8617H DIRECTIONS FRO10 MIDL�LE JF TRAFFIC w TYPE Of' FRAh(l POST r OR Sill PASSi.-S 8L,"JITH Ellill "'t�­RE 1'17 _7 Ck..� vIEI`TIC­� C,­-'C L FLEXIBIL17Y.� ESSf_NT1AJ'.LY PERAdANENT TYPICAL SECTION TEI�: < I r z WIDTH 'x < < 3LANT DOWVWARD TO. Yll,)DLE AT END OF CLOSED ROAU 7• < TH 6, " EXCEPT 4" IF RAILS ARE LES.t5' THAN Y L ONG. F— z _j rEl-, E)EI"H '14' M::l`,;U'S) < SH E HOQUIAM A Vf--' NE '_:,.%_)RF.1`�-It\LL­1 SEE 5il 5.07 KGRS AND MUTC0 SECTIOAt l ------ CE NIE10 TED DEP rHI 1 I'd I !ENT —ANCHOR B01 _IE'l U4 0 T PA TTERN' 4 RE'_El D E N _T 1 A L R NDC6 0 PEB,CSTA.f. B L Flt, A TE TY'll-DE BARR11' ADE (FIXED) TA4 N. T SE c 'F/ ._'R­''%;1EI.. IAA 3�-­ E. �Ih A .- R E' '. U I F F NOT TO S6.ALE 1318' x F1.11A. l L.J ( 111 /1 1 AL . ... ........ Y D E NI "4'0 �_)N .,011. -.J.DlTi:�_NS EXPkql JOINT ;�i L 0 6" N()YE: "J(41 CF P 1_4!VEW,A� ` tL; \1 CII z- ----- T_ : _i I - - -,. � L r 'E 11-RTIl IIJFRE AND GLTIF_F,� (T YP) J01I DUMMY JOINTS BE' PLACEI) NOT TO EXCEED 15' C/C Ni'.'T,! I Tf-AN, IQ' C/0, THEY SHALL (2) (TYP) L j NOT BE l THAN 3/16' IN T41l 44D SHALL BE EXTENDED 2" BELOW THE ruVTE'R LINE tviteaw I L 112 1HRU JOINTS SHALL BE PLACC1 AT !LLL COLD JOINTS AS DIRECTED BY ENK�INEEF ill SHN-1. URB C ET/1 - Lj -1 69 a z<11 EX-IEND I' BROW CONCIRFE, WHFF'E THE SIDEWALk IS [0 OF PLACED AKINNST THE CURB MU GUTTER, THE 10INT SHALL BE A COLD "NI, N1'11T TO SCALE 14") rr ZLj - l z 0 D_ L IJJ 5" 17) PANSION MATERIAL SWU BE PLACED FROM P,C.*S 14) P.L'!; Al ALL CURB RETURNS. 1/2"U" EXPANSION IlAATERV5J. SHAl , BE PLWED > Y EVERY FOURTH SIDEWALK PANEL THE CONCRETE MIX FOP VDENALl SHAI.,_ CONFORM 10 THE IRFOUIREMENTS aF CLASS 9 (3/4") WM-1 AIR ENIRAINMEN1, THE '-ON(I"PlETE SHAI.L. HAVE A Bpoom FINISH WITH ALL EDGES HWNG A 21b' WINXED FINISH. SUBGRADE COMPACTION SHil BE 910A, I:MODIFIED PROCTOR) I /2"X5" EXPANSION MATE'rflAL 1 /4"/Fr, SLOPE- l RE -TURN ONLY 1 /2 'R 1 /4 "/FT. SLOPE 1/2"R 1 /2-R PAVEMENT AS PER PLANS 4' PAVEMENT AS PER PLANS II STANOARD CEM. CONC. PARKWAY—J STANDARD CEM. ICONIC:. CURB AND GUTTER CURET AND GUI -TER 8 81 'SEE SO4EFT 2.5.1 FOR ROADl LiFilEli,,I)PIll STA)`-RORDS 1 ON MATERIAL 1/4'R A, 1/2"X4" EXPANSION MATERIAL CEM, CONIC, CURB AND GUTTER 1/4"R AT JOINTS SCORE LIN! IRADIAL T, CUIJB w SCORE LINES ASBU L `W"-,-WIDTH OF* SIDEWALK NOT TO SCALE z It SIDEVIALK "v 2 VERTICAL CCINC. CURB & GUTTER '01 `T­YF`1("AL SE_C`ail ..'.'1)1,iN NE il S'T­.: 'R L" ,ESIDENTIA N. T. 7). Ln 7, iD' 1. 0' LEVF`:IDDIVALIe. 0 ? $ \,IERTICAL CONC. ll & GUTTER & D, C, 0, u, CtITC .FR ilil`OIl C,8­15 JOIIiT3 SI-iALL Si,-- PI,.A,,C*ED il,:,'OT '6 Et.....L 15' 1 I'll LESS I'll -AN V)' C/l TFIE': 5I­I;A.i_I, ,,ID, Vitt- 4" A FRONT VIEW -J RE LE4,3'.; THAN 3,1Il1,F" �N T+,:NE_5S SHAUL BE -1-1/4" > OR k1EY AN I 1. . ":1J;F) ()F AIPPROAI­,­� . .. ...... IJ-1 Z(')NlNG l [",DIR C., mlj,� 'U2" '11-113t! 7 H i BVI,,l I ES ANI, F+)NT 03`1­1114D RM)OD DELIVERY' ll S Nt IGHB011 Off S 3 YKI0 AIR EN.41 COLLEC'ToN BOX UNI T (ro) (N. D. C. B. 01 ♦INSTALLA TION _%_ 0 lr�) >1 1 13, 1 L Lc N J: C- F11 A L ADE I', Cl;i 0 R J, A11PROACH �111 I J Ni:� 6 4"t, T'C�- 7HE NkY,l' ALLEN' ;_-EN E R LIN. E ALTE11 N/-'JE I G A L-J()" COMMERCIAL ZONE �D F 1 VDI-P 4E APPROACH WD7H MLL 6. w f I TH, AN, Tfii DRI V A MAX SIOE'il ol PLANTER STRfP S*iDENJIAI_ ZONE 6" F E ALLE't Al 5 I' .......... . ..... Li 7 1 r— CVT3 AND ll 7'11ER SHOWN­­ 4z E [I E I L Nl NA E p A ..... ..... _M 1: F f p 0 v',\ 1?, 7 TH Ei C IJ R E F, I'll F, 0dLL AR7ERJ.AI_s EE Ili 1J;II I::)L il s T "T10 90 BRACKT. m­ ..j 0 j I A lv'l A`,/E 111.- IF J, 6-: [P'; E`� oo "%iill r R NE 3 r d '3 'T 1 -7 PIPE CAR I- COMMERCIAL ZONE RESIDENTIAL ZOW AL TERN A E A DA THIC BASE OF ;':URI3 I Tf., Ell, GAI,'v'ANI SIDEWALK NEX�' 'TO CURB �i�-E:t RIPE THICl ;I 7 r T 0 PATCH I;PF`i�'IIAIC F' l (NO PLANTIl .• .rRIP'l 0 ACH ES, I'YF`: LEAII FROM ("JN COMME ii�.pFdj_ FACE 13" CUll CEZ101 04TIC C . AI'll NIA r1JRa 4 11-- Mom,.,.. ............ CEMENT CONCRETE iL WAl CLASS '2' It 3 VEK I "'Nu`3 GRUSHE 1) ROCK 1-112; Zt*7 ­ �,il SMN MARd STRWr C.P.AffM CONCRETE APPRO&CH 5 <.1'E­E- NOTE D ID I j FOR DRIVEWAYS L) E_' F--' R 'T_ M �1-4 f i:,D F E3 E I C' , DffA& M. F R- 02 'A 1' 0 111 t IE E I L. _T N()`0 '3rALE Illll— P i jo�,� F: jr 'NjC­ii)j �'j it T N V 7" . . . ........... ....... x, 20734 t F"I CIT"I" R JJj 7 " 0 R tl+: ONAC ... . .... . ..... 9,34 C ACE 1 .2 ",J) 1�3 I 1EYPIRES:...... J, �50­- O'j 5`5 .:A; 1:: E I N Cl RF YI SION F� Y �PPF ox PiEcl; OF op!p: (CANNED OCT 2 72006 SCANNED OCT 2 8 2005 c