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SDP198800104 Plan - Approved Final Site Plan and Comps. 1993-09-30
GE EftAL NOT STEVEN I KEY, INC.)4 N 1. clan', b € e t ,. W rk;"small be subject' to inset h AI .ema l Go rt .:: _ ..l P Y �l_,. Y, � t Service Authertt ins The a� for wiil be res r , t, r 1 _ ce Stevan L. 'Key",*,,inc. has attempted, to locate any subsurface ectars. confir onsible Y P _,,p far nottf in the ro er Service Authority offtcica(a at the start Y p Y i exist, that are not: shown on this _: ian. utilities, h�?wever, such may :. t i p ` , , ,9 p :.. of ;the wrack. The ,contractor shall ,exercise care in this work, so_ as to avoid , , contractor's. , dame e to an utilities, Any dame e,hcall the.ars yy y.. 9. 2 .: The' location n exis iutilities across _ t the of the proposed t o of t rtc he l p p c - .. 9, :be „„work t f .;. MiISS ,UTILITY' res onstbtlit .The. contractor shad na , y p Y. :.. ......f • ` are not necessaril shy-wn n the fans and where shown; : Y o. p are. and approximately, carred, T e cantractor ,shall.• on his awri Y. 2. 72 :hours prior_ to cgmmea7 cement of construction. , .� ; $teven L. Xe Inc. has conducted no studies designed to discover Yy ,h,,� intttattve locate all. underground lines arid, structures- as neessa .; ry. �• BERKELEY ' o an hazardous substances ,or materials din this prapertyr the -'Presence'# Y , , ,t 3, r, All rriatertcals and: c.onstruc,t,ion shall comply with General. Water , and Constructions S e'cificati cis as ado ted b' the �. -� ► for the re�ence of an such substances.. s and 'assumes na'. responsibility P, Y :Sewer p , . #� Y . Albemarle' 'Count Service Authartt on Jan. 20 19£3, amended Y y �. or materials'.-at l to unusual subsurface condition hall be reported imrnedi e y Any.: ° . Jul , 1, i989, yy , Datum for all elevattoris spawn iri;hiational:Geradetic Survey., SITE 4: the,: designer: . al maximum All fill, material shall be compacted to 5% of thecaretti~.. 5. The contractor.. , _ . l ' . r n oo, shall be responstb e #o a, yin,a ,. .; , , MISS- UTIL;IIY at 1-80©-552- i001 % ensity a determined b A;A.S.N (. 7 9 htetnad A, ut . .; o ,, d } s Y r .. .., ,_ . u isture for, the- full width minusercenta e pints of optimum ra g 6, All -water and sewer . t es',shall have' a minimum of .3 R. 'o# caner P P ' .'2, P., _P of ;the secttan, measured from. the t of Fthe pipe, over the° centerline of i e;. This" , .. e op pP, Ppb, Ri 5. : ... , t required, for this work and The cantractor, shall pbtain all permits includes all Etre hydrant Imes service laterals,, and' waterlines ,etc, Y , s ,... _ shall : a ah associated fee .. p 7:' 20 -wide easements; centered on the i e,!ne and a . urtenances p P , pp q , �ttr 0. . y . verified in the .field b the . All :dimensions and eli~va., ( , shall be d y shall _he dedicated to ape Albemarle Gaunt service Authority, except, } - Y, p is< hf-cif.—wa ' �, , .... _ e ent<•of: work. � contractor"' rtor ;to the ,cammenc m where 'the -line in a = y .ic- rota n or an access easement, ,. y p. ka .::', 9 ,. Y . .. :_ � � x t=J� � 7. ,.P._, , : , . � ., _. ,. e s shall be confined to .the . project. area All : radtn and inmr6V nt . , ,._. ,_ p .� 9,: 9. „. ,. m which case the access easemert shall ,also be: dedicated as a utility Y easement.. mow. o J ... , . ,. .:: a hal `obtain, an offsite :easement'betweenti unless othe.rwise;:.tndicated. the rWn�,r s l Y 8 > .y 3 tn. se acarian -re aired wet nine canl .storm sewer c �. re aired. rl;,,; in tactor n w plans, All site radia and restorattan ,,hall. be da ce -with these . lens .. fi cu! ,errs :or 'i, separa when waterline _is insulated. Use 1 Z v p - . f , . �r o < y f _ -, , .., - . , encountered in unless modified b th rte ect manager due ' to ,sit attohs . u Y p J, :. hick; �iERMA—CE' i e'insuiation =in. -3 xx4 sheets as t T p p- rna ufactured b NCiPJACA :IIC, or a ual .a r ved b" Albemarle:` ,,. ° q-:,.pp� y. 4 ` CS � 9. the ':freta... 'field .. o f be :field .ver:fled l^inishec Floor: elevatton� for. units 1 through : 22 h i c e Certific alts K\/ : ri trninin Itrensed L.S. , or P.E. oiJor ; to "tlie issuance of the'. ,y .,. , . 1 n o ex end ,;5 be and centerline Count Service Authorit ., nSlllatio t ,. y ,... Y y of :culvert to bath ;d rectians or, 5 :be and ends of culvert wnen`, parallel. t Y _ _ P' • , ,. __ _ _ = L:. 1L , ..,,� .- a � v ~• t INNT ' AN—, jve I I lr� N 7f M, ly" r -'l' �A)�A --A 4, U� T h-1 vc AW" CX AW, V�y im W'. HT5 vo Y- 615 �00 K "J. 410.62 f\ 59W, KAN ' )'3A J TOP ]�D SSINQ BAT 4 N� 4 J7 T-1 77 T V 4 001, '4 74f7l '41 �:Io 11 IQO Al 71 7777777' -STRUCTORE, `TIT4 J TOP ]�D q 420 415 m 405 --420- 415 ±410:z APPROX. IQ YR, ST DEPTH FROM GLI)ECKNEF OSBORNE STUDY. 410--- 405 INV, OUT 420 415 410 TOP= 415,9 THROAT= 415.4 LENGTH= 20' m 0 Lu > 4 - TOP (GR,ATE)= 417.0 420 380 lit �f Tagtp flo022841 h H -W 415 410 405 I -- z u - z 60" EFFLUENT 60" INFLUENT FABRICATED CONCRETE STORM MANHOLE —8-10 I.D, VDOT T -DI -I 18" INFLUENT T(JP= 415.0 INV.= '410.6 60" EFFLUENT 60" INFLUENT INV,= 407,51 INV.= 407.71 MANHOLE IB (nts) CONHOLE NCRETE IFABRICATED STORM MA 415 --11'-0" I,D. 68'-18"CMP @ 0.47% VDOT 1 -Dl -1-- 18" INFLUENT Top= 417.0 INV, 412,98 TOP= 41(.6410 THROAT:; 417.1 INV. IN (601:z 410.50 LENGTH= 20' INV. IN (18")= 412.98 ;5 INV, OUT- 413,3 INV, OUT= 410.05 VDOT I�S-1 405 60" EFFLUENT 60" INFLUENT to rea INV.= 410.05 INV,q 410,50 0 0 (46 OD 0 + + MANHOLE IA (nts) lit �f Tagtp flo022841 h H -W 415 410 405 I -- z u - z 60" EFFLUENT 60" INFLUENT FABRICATED CONCRETE STORM MANHOLE —8-10 I.D, VDOT T -DI -I 18" INFLUENT T(JP= 415.0 INV.= '410.6 60" EFFLUENT 60" INFLUENT INV,= 407,51 INV.= 407.71 MANHOLE IB (nts) , I N /F VIRGINIA LAND TRU 3T BRANCHLANDS- PHASE 3A TA, �AZ-03, PARCEL 10 SITARY LATERAL SCHEDULE 0.9, 936, PG. 42.5 .4 -May 1 - �✓11Ni M TIE INV. LENGTH TO `}�!'.,EL';_V�' '" - r__ UNtf'1V0._ "'TIE STATION ELEV . CLEANOUT E ANOUT;~ *** ** ` "NOTE„ IN GRADING ALONG DRAINAGE C �____.__ ,,.. - �_ _� � N!6°,57'02"E _ 1 6+13 412.24 ' a4Q 413,,'07 , F HANNEL BASED ON y _ _- ..,:�` :,r- . ".�, ,w. .__.. .,.__ ._ � . .._ -_ �, � 2 D ` 412 50 29- 413.'10; u EXISTING PLAN BY GL.QECKNER a OSBORNE, INC, SS MN TITLED BRANCHLANDS CHANNEL AND SANITARY 3 M 4' 12.50 ?'_ 412 96 - - _ -- TC�P�411.20 DESIGN DATED E1 /28 /F39, ` 4 MMD . 412.50 1.9 4,12`90 INV. IN395,07 INV. OUTw39a,J4 EXISTING SS MH EXISTING 21'" SAN. SEW, � TOP= 416.71 5 16-1-15 412.26 a„ . ` „ 37 4,13:'03 , - '' 3 ~``'"` - 6 13+82 412 24 38 413:0;3 r_ Y INV, IN 12" PVC : 403.27 " �----��� 7 MHC 12'6 16 ' 412:97 - -- _---_ S _____-_-- -_ S __�_ S ____ _-- 1 INV, IN 21"2i"401.53_ _ 8 _ MH C 4 TIRA3 25 413,15 41 9 MHC 4 1, 4 412, 93 80 + 12.2!N26 412:77 11 0+51.j 411 94 58 413.1'4 OUTLET, PROTECTION EC -1 } . ` OLD DIVISION e 1,2 MH E, ,412.30 15 412 62 ' "NOTE" EXISTING TO BIE INSTALLED APPROXIMATE LOCATION OF LINE NEW DIVISION 13 MH 412.30 15 412'62 EXISTING SILT TRAP TO REMAIN SILT TRAP 15'° CMF' TO EXISTING DRAINAGE CHANNEL IOO YEAR FLOOD BOUNDARY T to LINE 14 20 _4 411.90' 412 94 ` < ,. 15 +47 _409.78 45 410.72 FUNCTIONAL UNTIL 60" CMP IS INSTALLED d . 8E REMOVED ,- ` � r� .. -_ _-_.____. ._� _ _, _._ t);sp _ .-___w -__ � 16 Z 10+68 409.98 34 41'0 69 _ �` .. p 17 10+86 410.45 8 411,03 V1- IC ,.... ) _.�. I 18 11+45 410,70 1 Q 410.91 "'"'..."" �,... .... T"E�C►- .__ SF ci _ - -' _{ - . t`' 1 12+23 411 20 6 7- - b � 1 32 - ' _ - -- - - f N} 6 - _ w_ w_ - �Tw0. 0 _M NIi rE 150.0, *, 9 31 x+11 -I 1 `15, r 7 411 72 3 1 41.2 3 `� 0 ,, 'E 151.0 y _ _� ,Wa 45.0' 26.0' 2E�.0' !, t 2 1 a :1.8 ' b oo _ _ --,-� - 22 ; 2.07 15+78 2$ - 56 0" 26,0' 26.0' 43.0' I 55,0' S 412. 5 t EXISTING SS MH 1 9 SOP I416,45 Ila 4Pvc : 405.36 ' BRANCHLANDS- PRASE 3A ` t f r ? " A -_. {)81r INV, IN 12" PVCz 403,30 NITARY SEWER MAIN SCHEDULE /LO�E INV, OUT 12°' PVCz 403,40 2 ay17•t MH# TOP INV }N INV DUT LENGT}-1 S}ZE/TYF'E r " ,9 �? � �� �[1 �y`ry� o ' 16 ' ccr r I I tti = ' ` t , EXISTING SS MH ((�� E 1 4 - 25 409,35 409 30 m " i t t / �, x, u' FF X17,5 �' FF=418 FF -441 3 AFF 418 SANITARY TOP= 417.25 cv � FF: 417.5 f r- FF=41$.5 v' � CLEAN OUT 86 1011 PV' % LIMITS OF CONSTRUCTION S I ; t \ FF ;417,5 FF=417,5 D.I.P. - Q�' 4TYP.i INv, IN 10" Pvc� 405.36 ,o. 4" / IN /. OUT 10'° PVCz 40.9,30 E2 41$.$ 410,45 410.13 LIMITS OF CLEARING AND GRADING, 4' D.}.>�. 5Q 1 FVC 6.37% N}6° °� 17 N16•E , _ 4" PVC S N. SEW, E3 416.97 4 .67 410:62 \ - CG- 2 i 52.0, t' LATERAL PICAL `, 34 10" PVC - 0:;43°� 4 _ ' tTY UNLESS OTHERS A 416 00 4,10.8 410.80 Ufa 2 U--- FF- 5 NOTED 43,0' �4}8.s - I ' r -r F > NC�IETF`SIC Ll� 1"'2 �`�- + ( CM E4 420.23 411.95 4X. 75W 4 _ 10 PVC 0.45% `-o i t i :J 1 / t (i) (i),45 11 >'>",,d , _a' S}l' th '. d c f ' 3 I6.3 .,'.^.< _ I�,3.7�,'{`f r *' 1pl^± :C +�,,.�,_ -"^`: .y, «: `lf'J,r' ` '1^"�' xxx*kxw*xkt*zx*x*** **+k*4k#*k �?~ BEND, 11'22,5 t ,",- , p3, kt ., ;' t 6 � ,+� _) 5 _ �,,, ;p;y Jaz, t ''�, '"��i,`a`-, .'r.« �_ 7,{7� ' F=41 / a h°^ y» ,, i'fk7 �r tt °''rt M �j•,.` a .= `" • a .l a - -i>. ',s ':'e .54 �� {s 4"j .6=, SNDµ`, .;N'.,r;. Q fit.:�` , r� �i , y j k A 416 00 41 1 00 4 $0 ; s i s P F M14 u �, {r r� , 0 81' i 1 >1 ,'iti >3v - ,ti,t•k, F,d rJ :," .Tr•MY \x.<r,.,� f _ -` ! CtJ e..lPr 42 ITB 417:37 41 tt("� ,'.,�r�(--1'i4� , ri;.:iF fs y;r.dc'1{<`" ?`r,t, vt'' 'Y`'„"",r• r1'"` r ; t 1 t t l , itgrI•t ' 1��il . .____-- 5 - 1 -`i 111 I �tC7d• , iu�i°ai ,11+1I t /t,�'-a � _ 170 �c 1Y,! "°_� �P;E-%,(�VN'',•y,t� ;f`t-,��?•`-;,`'� a j' . ;-,G,, - A' -gk-`ts°,;�-;. .°`�'t' '';,s;•'��r 1A• `L1i:�s,�;`-!e�:',����i'cj, Qrr;a''`., jt--i`ay-�f*�q'"1F'a`.,,l ,rfi' ',9 _'���f',S ��-L!,ti'>.'-i i, `'R•`,Q )--`,'-.' ,3,^• -`.F�3, - 'r✓te'..':.''\', -p1 ', � { ryl +�,,ly�piam �`_"y y!l.y,...'-*�.<°.1'. ,ra�i+��`"9,�w �>',,`�:#..<';. .-,,kr.•'a�"�Y;'•vr Warr.<ii_``~ fr,,='a` =:+i .,'d'^�"-'�d ia�`,3`N^t�t'•r°Y.'`";>M1a,,�t;.�e#.t_:``E _1" r;;� � ,`� ;',,:'� ..'.-v;tk-k..d'i' `!_r,�f;0�ati,�O�c,-�°°,.' , r, `. ot{,°V`'r:t_"�di,+,-`a:',+C`,'kZ'i^'f. -,"`'g„i:,'�x'' �`'.',L'=.-'t (- `•",;Sy^a`i�.<�„vdEtC�, T`r`An_iR�_S�Y'+rtVs �y_P,�}-KC''°`�•., r°r>,.5'R x.'f61.5" .' �;';�_ -j,, ' ' f�,'.f;2" •+ 'w --.C, 5 $�� f - 1� / r i fC7'�1ri u,r • M< N ' CJ. t € 7 � fi+' �,'`✓i `_.",tirr ,«rL`r,c_.. j.}�♦ ` d"_' t k. 1 4$ 78 „DD 'I1 . , 0, ;r8,1 0_ % '`,r"_''?"" �"C` 41730 4 50 412.30r:rI7..`C4W ry rrYe SF OB 417 6$ 411.48/` COPPFF�4I8,5 * = ,Q 50% F :417. tBRANCHLANDS ETIREMENT VILLAGE 119 � G' t 67.0' TAX MAP 6 -03, PARCEL 4 D 6 90 41246 41226 IB �7�� T-01-7 ✓6 N)60L VALVE 41737 411.68 4'1 1 48 15' DRAINAGE II)GA? 61 8D } 50l 0, 623 412 17 411976i ' . HYDRA Tr EASEMENT , F_ - , ,,•, ``� _ r,�,'�,`l,•}�, 17.0 3B tip ,T`,'•�; "ni=." , _} d s ,SI?�)-+�'as��6„;'`"' i';�, - .e;5' vr„�' ", +;,"jf., .. ,. f,r^r-�fi;;,',,!r,` _ - , ,.+- .�a'ittiw„�`��_ `^�r76�f°,ko{�r Q,tPr,; :�"4'�r,` ,�=ara.'.i,M.;.,.Y»f^M&;,"'r;?,rV+,L { ,,m.;,r��"i§,=.tto ria,,�"''�^,'y i,Yy"�;_,`'��' y$s,F_ss,sr:_3a_t,F�,`�'i,,.S,ae;l.sa;_• ;',Ery,,.'tJ;° _ ` a`°.:,r�(aI}Y�9l:'1r4�r ,i 18.f+ � "i�41 �.D-ACP �8.3 2M11Hj E3 2CHLa,A NDSs 'I-0 10DRAINAGE 4 EASEMENT AIN/SE W_ S , G DATA AT cG $,t Cl i(:4'M I n .f) }- ,. _ - , - C3 C11 yE`,/�}rw81 1`',I?S ORy .' a: r f[ fi' (y t, ..4i,'` S 1� - 1'�_v S 1" , - `y, i-.,, rt .2 . t. uz , J' 7 UIg6 `� 'C y -,$- l �° WATE g - i ATER UN1T'OR SAN. 'SEWER r � «,- 'p,„," _ �.��,. G D`'V�iJ� cp ,•t' ��.e,'� ;.�' �,)� �.:a,,3:�.rt ., a � ':�_,r�.2 + t��0' s�j�l o� , }yk1�' ('�`�'` - R :WATER. .•',3'' - ' f '4R w' '"'iq� iT- k"` 't MT4/\ J', - ' f 3 .d¢ F , f" s, \L• !Yr ,lam-' r l' Y 1 t 1, g, '''te" ',°f''4pr� 4TYy' 4. LOCATION S1ZI^ S TAT. INVERT l ({ �' _ /] ''7��'''Q[9WR.ASEMt.,-, --'r , _ S ZE SEPA N I GRADE,-, t 1 +s FF -41 /.,"x ot=.. .! .e;,,✓ s {]V`�, 1✓,/r g� +*k'***k k****** **k+•** * g �,r1+" .'-.•._' `i'tl .i+' * t{„`. , - - n4`I"fg ,X'1a,,.,4v e,9t '-✓ , \ ,� iiv�yu{ y i , - ' - , e { xr ..,e V�"'S'_ ,!.,A ` � • 11 I? 1 wr ,:r: Q�.►" r ��,,>, `., ` - \ p I� 111,12' 6 16+07 " " ,t a /p0 ;' -$;',. t.. °5'►,,a >. :-_ L;. << r'V ? <,. 22 8 18,0 410.55- ;* V', '`-a, : �A' 4 - � • y�._ .+3=r, -,r} /DOT �' fit` r -„ ' j------� ' CG -1 r, / _' ":�' 4 C as ,:f 'J rt e<�; X a p # 12+Q7 6 7 ,t r p f ",` ,J 'P• �:4^i •n ;r / �� /' C6-12 {' sr a 13+_8 412. -`18,0 410. �5 ;415.1 61.5' i ` ` �'; ,S • �c _f �i `'c° `, 'a "r" P 1 .r s \~ r, a <' ,1 " - ",`.;.,"'_' Sp:2215' ; '''t' ° $., Gn Q' jf -'; 1'r T 13+17 6 20+40 411 „ - -,18.0,,, , 410,21_ 41Q,40,`--' - ,. - , Ir "r - •'?. a`:" _ 1"" ' :`f» .'r �`4 rJ'' ,ri ` ';,� "., t, �,1 4�' C tt \ , , , i' : f �., eft - Y'r t1 r r - , �, _ 1 i'` i;' �' 9Np., 41062 13+93 ` 6 12+46 38 : - 8,t „ E a S SYMBOL LEGEND ,'j r o\ IS Vit, r' '1. _',:;;�` �' S'R t" ;`:°* / i4+34 6" 0 412 il, _ - -18 (7 409.71 418.63 r }k, 1' Q5 4" 8,0 41 41 _61 .`,sa,. r,r$,,,, ,-w�',;,'r ;`�;,�, - :`ids V � t� 3 ,, ., � _ _ '- `1 +"4 - r� - tt . t 0;39 _ , ;7' _ - E ; � ; h; ° yr Z c� „ ¢✓ 4. 0 6, 412.09 4 -1 rf> = x,410.42 17'S3' i a, , - _;` ft �1;` = �19) Tical 'Park' 921, 2 . „ ,_ _p•+c TEMPORARY -STONE i � X`IFS s + t ,'"t _ '': , , . ing �E'pil _ 2 412'34 4 18.0° t.r E AT R"=; , 's''`t ` I _ Yp CONSTRUCTt�N ENTRANCE ' "' � O t VALVE' '4' fi.3 l a ✓N f 14+, 1 nR= 5.O' o { �_ - z 1 FF�417.5 17 4 ., h. Az 7,J�r R�NSILT FCE 61.5' ;';='; :�; • t" - i ` 3 a. u ` =� Y a, 1 '18V1,FF=416,5, r� , (D upSTORM DRAIN ' t J,9a r"" 021„.w:Ie l� ,;,x ,'.r, a WASH RACK 12' x 0' ' wti`i' INLET PROTECTION S � r :�. " �, l ' h -181 { g /' C3J Q'Ft; OQ •: b (SEE DE ) '' fFF=413.5 a -'` �\cs "� p PERMANENT SEEDING, g / °_ a''' g t-► 1 FF=418 - SND slc�l~wALI� 52a CG -2 .5' I7, �� `_'= FF=418.5 (! i DUST CONTROL ; " f NI6°E }, -- NO 1 Water-under-sew6r crossings shall be matte in accordance' with Aloe le ` County Service,Authority,-General Water and SevrerSpecs. Section II -21' . STM SZWNR 8C STRUCTURE 'TOP THROAT INV,_ IN IAN. IN, INV- AIGTFI 'TD, 1A T -DI 7 917 , 00 418") 412 410.5Q, 410.05 *, EXISTING 1B T -DI -7 915.00 " 4 0.60 450°';) 44}7 71 '407 51 PAVEMENT OF �.._..-_9�s�, �r_.;`gi; -►.� "�--•gr 1C FW 2 t7UT'ALi, * * �#06.6Q` ' OUTLET PROTECTION 4 ! ' '� ka£ , `'�► �5 ��� 0 2A ` DI -3C 0 916®30 `4i3Yf30 "20' r ✓'' ' 3A -3B 41,5.90 415.40 � x 1 DI 3C 916.50 9 L0.00 (18") 411.47 411. 2 r717 AID E i CS j 4 17 r F=418 :.. ;':'' ''' "° '% X151 tN GONE• cuW == i `tte �` ;'f .s. ,� A= 32.0', y Q ''- ', t' C-12 Rz 20.0' t f iS1 4''itily, ! i GCl DES T L+175 `,TO E RELOC 'i ED TAPPING -- EXISTING SOILS:Y Y SLEEVE 16" vLv -� Iry VIEW 1 �'F^, t• C.+ SECTION VIEW 1 17.5 5\�E/r� 'f .,' ./�x�o �i a �° - ' '/ - - HAY ESVILLE-�ASHE -CHESTER a } gyp, _ _ C ` :,.` ,�� ,,/ ,� 3„ sM 2A (SOIL. SURVEY ALB, CO.) tt } I Cal IW, CMP - '� �O�yry �� �'/ � ` � �., � � ASPHALT ASPI iAE r ' t T"- I-7 1 z� --- ----- 611'0.47°Jo I �S rrG\ Ca -?��tl // �,, s Y/ ��/ g g I NA�I1 ftACI< DITCH 3/8 I(l/FT 1 t ��4 FROM Milo AWAY EXISTING VEGETATION: TIE TQ '`p} EXISTING �, TEMP OPEN GRASSY FIELD , ` t , �STJ 6Q CMP Y` I ROAD 1 60" cMP _ �/ �� - FIRE HYDRANT CONST,' WITH SCATTERED TREE X, G�Aa� '� -_,�"� } 17 o. ` J=t f �r��� %' a VALVE ENTRANCE t , �1 \ 6° VDQT //21 A AND BRUSH CLUSTERS �° _= 'I "t:. € ' 17. t, ✓ . � : k + � 17.5 � • ` _ J ,° ' �,=�'//-,,- , - - 17.5 VMSH RACK DETAILS (no scab) TIE NEW SIDEWALK 'NOTE"' a CG` -6 TO EXISTING 1 k,, '','..,,' x,. of THIS PLAN IS INTENDED FOR EROSION � SE ., Ate'', DIMENT . \ ' CONTRQL PURPOSES ONLY. ALL OTHER, SITE DATA GAS - \` \�s -� SHALL IBE TAKEN FROM THE APPROPRIATE SITE REVISIONS: \ - LIMITS OF CONSTRUCTION x 3 s LOCATION OF \ „�� r `r LIMITS OF CLEARING AND GRADING DEVELOPMENT PLAN. ,-',` � I !-'I i SAS LINE ,r't t� AUG. 5 9 3 PER INTERNAL REVIEW \ > ' `�'�=s°'>� REVISED AUG. 24, 1993 PER DEPT. - EXISTING \ ' ' "NOTE" -'OF ENGINEERING COMMENTS OF AUG. 16, 1993 " FIRE HYDRANT SORROW' MATERIAL. TO BE OBTAINED 9/24/93 PER INTERNAL REVIEW! ` 8 VALVE` " �� \ \ FROM ONSITE STOCKPILE AREA # 4' FOR FINAL SUBMITTAL • AND BRANCHLANDS PH., IV AREA, yk, A� ►.� � Xrly- {=61V NCHLANDS- PHASE 3A SA RY SEWER STATIONING ' r MAIN -LINE B -D BwE MH # TION STAT -1 0 STATIQN - *lt****kk E1 10+QO E2 1,0+86 r E3 A +7Q 7, T NO 1 Water-under-sew6r crossings shall be matte in accordance' with Aloe le ` County Service,Authority,-General Water and SevrerSpecs. Section II -21' . STM SZWNR 8C STRUCTURE 'TOP THROAT INV,_ IN IAN. IN, INV- AIGTFI 'TD, 1A T -DI 7 917 , 00 418") 412 410.5Q, 410.05 *, EXISTING 1B T -DI -7 915.00 " 4 0.60 450°';) 44}7 71 '407 51 PAVEMENT OF �.._..-_9�s�, �r_.;`gi; -►.� "�--•gr 1C FW 2 t7UT'ALi, * * �#06.6Q` ' OUTLET PROTECTION 4 ! ' '� ka£ , `'�► �5 ��� 0 2A ` DI -3C 0 916®30 `4i3Yf30 "20' r ✓'' ' 3A -3B 41,5.90 415.40 � x 1 DI 3C 916.50 9 L0.00 (18") 411.47 411. 2 r717 AID E i CS j 4 17 r F=418 :.. ;':'' ''' "° '% X151 tN GONE• cuW == i `tte �` ;'f .s. ,� A= 32.0', y Q ''- ', t' C-12 Rz 20.0' t f iS1 4''itily, ! i GCl DES T L+175 `,TO E RELOC 'i ED TAPPING -- EXISTING SOILS:Y Y SLEEVE 16" vLv -� Iry VIEW 1 �'F^, t• C.+ SECTION VIEW 1 17.5 5\�E/r� 'f .,' ./�x�o �i a �° - ' '/ - - HAY ESVILLE-�ASHE -CHESTER a } gyp, _ _ C ` :,.` ,�� ,,/ ,� 3„ sM 2A (SOIL. SURVEY ALB, CO.) tt } I Cal IW, CMP - '� �O�yry �� �'/ � ` � �., � � ASPHALT ASPI iAE r ' t T"- I-7 1 z� --- ----- 611'0.47°Jo I �S rrG\ Ca -?��tl // �,, s Y/ ��/ g g I NA�I1 ftACI< DITCH 3/8 I(l/FT 1 t ��4 FROM Milo AWAY EXISTING VEGETATION: TIE TQ '`p} EXISTING �, TEMP OPEN GRASSY FIELD , ` t , �STJ 6Q CMP Y` I ROAD 1 60" cMP _ �/ �� - FIRE HYDRANT CONST,' WITH SCATTERED TREE X, G�Aa� '� -_,�"� } 17 o. ` J=t f �r��� %' a VALVE ENTRANCE t , �1 \ 6° VDQT //21 A AND BRUSH CLUSTERS �° _= 'I "t:. € ' 17. t, ✓ . � : k + � 17.5 � • ` _ J ,° ' �,=�'//-,,- , - - 17.5 VMSH RACK DETAILS (no scab) TIE NEW SIDEWALK 'NOTE"' a CG` -6 TO EXISTING 1 k,, '','..,,' x,. of THIS PLAN IS INTENDED FOR EROSION � SE ., Ate'', DIMENT . \ ' CONTRQL PURPOSES ONLY. ALL OTHER, SITE DATA GAS - \` \�s -� SHALL IBE TAKEN FROM THE APPROPRIATE SITE REVISIONS: \ - LIMITS OF CONSTRUCTION x 3 s LOCATION OF \ „�� r `r LIMITS OF CLEARING AND GRADING DEVELOPMENT PLAN. ,-',` � I !-'I i SAS LINE ,r't t� AUG. 5 9 3 PER INTERNAL REVIEW \ > ' `�'�=s°'>� REVISED AUG. 24, 1993 PER DEPT. - EXISTING \ ' ' "NOTE" -'OF ENGINEERING COMMENTS OF AUG. 16, 1993 " FIRE HYDRANT SORROW' MATERIAL. TO BE OBTAINED 9/24/93 PER INTERNAL REVIEW! ` 8 VALVE` " �� \ \ FROM ONSITE STOCKPILE AREA # 4' FOR FINAL SUBMITTAL • AND BRANCHLANDS PH., IV AREA, yk, A� ►.� � Xrly- {=61V NCHLANDS- PHASE 3A SA RY SEWER STATIONING ' r MAIN -LINE B -D BwE MH # TION STAT -1 0 STATIQN - *lt****kk E1 10+QO E2 1,0+86 E3 A +7Q 7, T B 12+70 Is_ 20+00 C 13+97,, '- 20+61 L PLAN SCALE, 1"tz 20' CONTOUR INTERVAL 2'' ; SYCAMORE COURT -'PHASE 3/A '' DATE: MAY ! , 1993 BRANCHLANDS RETIREMENT. VILLAGE jNCORPORATED _ DRA`�N: K7J . T M'AP.61Z--'03;,PARCEL. 4A r�1�T� �uz�_v�'�v��s n " _ & DESIGN.,JILTOfSLKA, PORTION OF PARCEL -4 ' LAND PLAkNLERS CHECKED; ; PO. Box 13,46CHAPLPTTESVILLE, ISTRICTCharlottesv'i!,ie,, .Va '22902 ALBE8a4}}73-€339 _T���TY, E 5 OF.6. fi�t,=.r-----,- -"_.a_,.___L_.....>.,�-,--,---------.------�-----..--."-.,-- ____...___.,._.____.--»,..,._...-_.-y_..,.,-u--__tir_,°-:____ -_-1--l-11-- _-_1.___1.1l1___.1_.___- r<--__,.._a___1___._1____.,.,,..,.,w_.".____.__`l_,1__._..__1_,_1u1__ ,!, 1-, �, , fw, - Ir' , n 1 r - , k r, 1 _..__n__s._..._..4.-,-.----.,,_, -____a,.R__"x..._.________.,_.."_._____as._-.--;.,.- l -1-_..>„_-._---__ --,-,,-1......-._.--,v-.._°,---____,___ .r..._,e.;.,.,.--'l,,1____.awu______ _,__._____,<. _ --1 _v,._ __ � _ a, _ _1_1`1 U)NAiNGHL AND S- PHASE- - 3A I,' ViflGli`JI \ t_Ai,tl; f F� J>TAs16TARY L_ATERAI SCHEDULE , F. 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(5 i - � __-"I / 9 MHC 3 14 ' 412 '93 , __ __ __ __ _ _ __ -_ _ rr 10 1:3+80 ___ 12'.2 26 �` 4122 77 �'' ' ° '� -----T- __ - _.____ ___ __ _ ______ - _ - _. _ _ , - , . _ _ -- _ - ,1 a U -__ _ _ - - _ . `' __. ___ .- --_ _-. -_ _ , ._... .._ r._ - ___ - _ ?0 ; _ _ ' _, - ,t 10 .--°_'-___._- -- ---' -- _-_-__ - -- - - w - - - !, 11 _ 411 9�4 a8 413 14_ , , � i : -1 ; '' 12 MH E 41230 15 412.62 _ ` C . - . - OLD DIVISION t NEW DIVISION 13 MFM V 412° 3� �' -15 412.h2 � _ , - r , ' APPROXIMATE LOCATION OF LINE -,>°. - -� � _-� 1.. 10th Yi AR i� BJI li`1DARY LINE _ 14 20 Li 41,Iry 90 ` 412 94 , ;' ` - i5'" CMP TO EXISTING t7PA)NAGE CNA1 iN� 1 I ,t, , , " �_ � 15 � +47 ' 4Q`�.78_ 45 �_ _ 41072 ' 1072_ ;" REMOV'wD z . , __. ___ ____ . _.___ _ .__ _ _ _.- _� _ ___ _ __ - .__ - _. _ _w. __. _ _ _ " tJ ; I• _ . _ 16 10+68 409 98 4 0. 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IN i0" PVC= 4CJ�.3rp _ ' i t U?- f INV, IN 12" PVCz 403,61,7 NITARY" EWER MAIN SCHEDULE , l INV, OUT 12_' PVC= 403,40 2 ay 1,1__� 1 r' s ' 1 taj>' �r {;<r {t1 pts ! to *� MH# Top INV IN INV, OUF LENGTH SIZE/TYPE OPE I l!, J T �; c' ( fl- If/� .<aaxxrx xk*k a.a*. +aaa� x. a *hshex x-: < hx k*txikx.. _" ; _ P ? 00 6 - t i � ,� b �"°'I7•5 Cv I / \! �� � � � `� f EXISTING SS t�iN ` i . � 3r. / f__ ( n w 438 FF 4i I � SANITARY ____E1 4 25 n09.35 403,30 ti _ 1 °� 1 td �` A TOP= 417,25 I - § ) FF=417,5 FF=417.6 iFF=416 FF 418.5 r �; CLEAN CielT _ _ 86, 10' F'V 0,55°/g' , �C, % INV. IN i0" PVC ; 405,3 _ FF=4)7,5 - z TYP,} _ ` ` " 1 11 `ay FF :417.5 ,rI 4" D.I.P. , i f D - =' r i ( INV, 01.1 r i0'• PVC= 409,30 E2 418.83 410.45 410,1,3 _ 1 0- \y �' 4" D.1,P, 1" �; ,t \: _ __ 50� �1 PVC 7° i F - i v �/ `t 1 v � Y., < N16$E / 4" PVC 'SAN. 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U V �� _......-� , » `; 1 ;, -, 1,;x,'4 '`C<rfi, ,-,` ,:ft U� �+ 1 . s _ 0 _ 8i° p`i' O'SO�la rl - i ,s „ ,4z -,5 _' .i`. ','f - '' ,f 4 F.tt '-�1,' , r5 t" l�N ! i',." !*, a it.I L i,�� , _ b \ '�. ' _ - d - t, ;1 , ` ,,.'._ ' (.-'. - t :3'r` 'x t'r - ' a .� '> ,s ,, ', f„7;y ':. ` ;'�,'a` s `� + - If % a gig 1 E3 417,37 �# 1 1 68 411 48 _ ____ 1 1 Y i 'D' •1' r,j. ;i"r.-- i-'' _,�_ 'N -,� '`n"'e,^« a.�C`f,t; .°,^. '51,;,11,` ,,'�i;''=r, I t/ f- CISib,' si _ t 61.5' t 7 + i �s,... '1` "k ' _ ` r ;a' 1' ; .', , s . rsa __ 12 7 8 D 1. 4 5010 ' I I r1 6. '^ :,k-.t�[: