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' t0I gj 1` __ I ,) V 0/ - \� �. i�' I �` ^ Y I 1 (: /cep 3 U /�v v �. � =X: ) I , �/,o. 1r11V5 // p11 1547.5 //-) � r;T 1 rte. N71__ � °� ti � w r ) ti I 1 0/on� ,O /o �rc�,* 5 i O /r7v �. C� 1 ( \ --, �� / / /rill � i ". R ' I I [Z I", aJ /resr» ¢ /C / ® /r7§ A/// ,,� -- - - - -- - - - I I 1 `• n �__ / % i I r �+, - i �` -, ,� %7"I /7 '/ r \ S ' I Zy Y� i .r' t , �'rJ ,5pu,le.- /? 0 17,--J- //% 4'l � _ /, / rf t t' ` \ W q / I G 0,-1f,,-r,� /- \1', _ / / r' 1-3k' 'XI 'Itr•: / t"?v &7.0 - ( 1) " __ yco ���t i r L i / //1 ///t7/r/Y - I t r ) / _ r 'i : / i � s ' I - t,IU, I N « r4 ' I 'Y `� l�C % �� ,r/ , 11 I/:\ \I y - - -- ___L11 - / - - r - ! '` / / `� ;t / / / ' i ' :: �x `sx: / / r! /,�- C7l6. /+vlJ.er/f5/�t� t V 3 ` \ \\ V 3 ri7C7fG /�) /t i�> 7 - - 4� (/ / 'Y, I - - -- -_ _11 M - -- -i�' z t, 1 __ _ fC (o d . b l o� ei �lsr 4� / / o" ,t ? f S P "� / G7{(_ I TI 7-1 ` 1; ' \ 1 \ / / � l '-1 1` �Q /J �/ /`� 5 / = G�lel_ ! _ -. _/ -- -- t _ _ - -_ -- _ - 9 t: / , 11/e ---- _ _ , -,, , `\,\ E' t'� \J'2* - , �, y > l /-i / ,-V l / / I �% -_ _ ✓ - �.» .m.,,,, = - --i - - - _ - t s � t ' f ' /" to 5. C> r . �\ -� o ill/� --` -- -^��'- _ ' �,�. ( , - - c _ _1 L �<- � �� < __ ` . —_ I --[ _14_ e ,�- / 1111)lel 59.2 V i -1.000 Cu. Et, V2.,0.583 cv.Fi. V 3.0.750 Cu. Ft_ ' \14'0.706 CU. Ft. - •\ I t \,V2 K ,� i% `I `I `` I,rr ~ \\\ \ \)i I Y I s is � f"Yr y p'tato Fittodot'view 0 is 3e14i ttmI y t "� ,{ r , t { Vi`* V N-t'f�f,fi'dl k1?*2V� t •' i t ,,+. "°. t gp t r - ' ,- t ,. +t K � `kms ' Svbs1ttutin9 vaiysd 9f 4I`0M4(+tury voturn"' i 'ft lu - SECTION A -A V. t.t�00 Wll I.I 1. '6 - 0; 0.750 WN+If r i 16 V4 This it27 may may be precast or cost in piaci. Concrele to be Class A3 if cost In place, Class A4 it precast. V- Indicates totol volume of steps in cu.yds. VI,V2,V3, X114--Indicote elementary volumes ' used in computing V. r, 'W -Indicates clear width of steps, in feet, between side wol ls. Bars A to be OF .8ARS A ___NUMBER I N=i_o N-6 Ns7 Nab N=B N-10 N-11 N=12 N=13-25 wg3,> c;?` 4 5 5 6 6 7 7 8 W-4 ,-; 5 6 7 7 a tt 9 10 W-5';.�P 1 6 1 7 1 8 1 '9 I 9 I 10 I I1 1 12 Bars A to be - aquully spaced, » 1 For no. at bats j_._. tee table below. I _ A I-.- " o Ii /D/, /O3 f-- . , 11 / IV Z N- Indicotes number of steps In installation exclusive For other! widths the approximate spacing,, of Burs A in inches+ will be equal of landing. to 80 if with a minimum spacing of 6. Ll- Indicates length of bars A,irt inches. LI. 13.416 N+811 Reinforcing bars to be used in installations of 6 or more steps. L2 ~Indicates length of bars B,in inches. L=t2Y1�9 For tabulation of concrete and steel quantities see sheet 2. L3-1 ndicates Ia(x3th of bars C, in inches L3=13,416N+18 Handrail �is to be provided for 6 or more steps. 2 hand(ails are required o if this condition is met and steps are 5 or meare feet in width. STANDARDSTEPS FOR "; �SLOPE F VMIN1A DEPARTMENT CF HIGHWAYS AND TRANSPORTATION . "-I d 3--.,--i,.�..--C, Bari A and C �M T ' t _» I - A ® - /U,? /OLID / /, " //O, // Z j_._. P 2 " ___�_ c 04 V " o Ii /D/, /O3 /% w /05"/// , 11 / IV //5, //5, // 7 0 - 12J,, /c7,5, 12 7 e " I i•._-__ _- -1 - k 4) r 6" Elea prop. or exist L ---- _ � -r� walk, yard,etu. Burs A and Burs B Bars A -12" 12 FLAN one Bar B to be placed " under each step and two 6,1 D, under landing as shown. - ..� 6 .� a Burt C Atn.Q `� �, m , �;"' - - �_ `, •' n Bars A No•Q, , ' a �+, 'Z Elev. prop, or exist X4�//r * 12, sidewalk � should9r. Bars B No.@'�;�' . k, La , dn Cigss AJ Casty{rte ' ` " '' ' ) ,� A- -�1..� >®: ," itsa , 12 it "' _�_- k 1z" I. MIN. PAVE SfEC.S.: BASF TO BE AGI? R. MA rt. SIZE 21 or 21- A COMPACTED TO A DEP TU OF C INCHES sjRFACE'DWITH110lbs. P,S.Y, B/TUittilNO(/S CONCRETE TYPE .S-4 or S-5. :SPEC FOR ENTRANCE FROM HYDRAULIC ROAD AS SHOWN ON P.1_AN. 2. AILL DIMENS0/11S SHOWN ARE TO THE "FACE OF WALKS AND CURBS AND THE OUTSIDE EDGES OF BUILDING •WW LS UNLESS' SHOWN AND NO TED OTHERWISE. ' I 3. WATER AND SEWER SHALL LSE SUPPLIER BY THE "ALBFRMARLE CO. SERVICE AUTHORITY. ALL MATERIALS �, METHODS OF• CON.STRUCTIOJY SHALL COMPLY WITH THE' STANDARDS AND SPECS. OF ,Tt1E' AUTHORITY_ 4. (,'CURB AS SHOWN ON THE PLAN. DESIGNATES VSD H B T CG -2 or AS AN ALTERNATE V )D H & T std. MC- 3C. g 14 P// -,7j--) // f% - / //J ,/.//--) / /� j,�y--,/ ' O �'P' 4%