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Pt�k, .! �, ."A;-v�k�?�.1`�41M111 -)� T. ,,�J00RES CREE..■ It ,I -OJ.— .TIt-, '...��.'� �, *' w 'r ,-..0 1'1� # 0,P) ��,.�� I �,'�- 4"n- 11 e; 4. ' `*WASTEVI/ATE ,,,�,-. ," � ,,rf 11�lt ,--e",Aell,� :,�11. , I, :;, 1 Ir :p �.e,., I" "it -. I �, -,� ��l -A .:-.'..1. 1. i 1'. �-? k - ,,, -- 0 , aT 1.11,, � q'',�,".lr :,-' & -k��- 4' � ", �,, I .1 "r/4 LIn 0 "ENT PLAN' I Af..J.'. - t-.. ". � lfl�' r 72\ A. It , 11 '11 1;t- .> -V -1�' "? fl -,,�h- . .,v %-1. ?, ,--ti `A' ..i"- - * ?i . I,, , , I -. �k t! A, �� 11 ,�r : , 2� - ., I 1. �i�'.., "' :"o?, , P", al-oell�f' -� 1.11 J- • 1P 45 . v ti - I - � VICINITY MAP ZEN AND I R Environmental Engineers & Scientists 4011 WestChase Blvd, Raleigh, North Carolina 27607 - V P - NLTOP L I P, . (2 6 � � - 1 S T. 1p, `deb LIC. No.43610 0 -"4 r e- 1'�� I - 70NAL 6)Pq/?1-0M-- PROPOSED SITE MODIFICATIONS 1. DEMOLITION OF EXISTING CHLORINE STORAGE FACILITY 2. CONSTRUCTION OF WASTE GAS BURNER FACILITY . 3. INTERIOR MODIFICATIONS TO EXISTING DIGESTER FACILITY 4. INSTALLATION OF UNDERGROUND CONDENSATE VAULT 5. SIDEWALK INSTALLATION . 6. CONSTRUCTION OF NEW STORAGE FACILITY I APPROVALS I DATE I � DEPARTMENT OF COMMUNITY'DEVELOPMENT PLANNER/ZONING ' I ENGINEER . � INSPECTIONS I I . . I , I ARB-- I � . . *DEPARTMENT OFFIKERESCUE - . - � I .. ALBE . MARLE CO . UNTY SERVICE AUTHORITY 1. VIRGINIA DEPARMENT OF TRANSPORTATION I HEALTH DEPARTMENT I J J w CO OD ni.uJ- JIVJ/ Io,nJ VVVllr �IIV/1L,JII"Arr,JIVJ/-JGFSLJ - ICCI�,Jri-JI,JYY-It',JIVJ/ ICI - JIILYLAN m IL In N O N d' O II w F- 0 w Q vn J J w 3- Ln m r co 0 w Q In Q I 0 0 v 1-1 c� z Q I) z Q J w F- V) U V) O _z Q IY t� O) O I n O J Q Of I n r7 0 n / O u w J Li. _..., ....:'-• a ,...., .> , T - .,,,,,.. -• FL _..,•.,,.. .............N-- -....,...,,,,,,,may •„,•••_.. - 5 -- ..-u- r u n x .w �a ..,... ...w,. ,.,..--- -r• ..: ',�;�q,� •....,r.....u,s,�- ' q t •,''•I. :- ��, - Iii�1. ,, ,, -,it - METAL STAIRS SEE SHEET S624 PRIMARY DIGESTER 3 (620) 70 0TS PROPERTY LINE " - _ ''` a„= ` -, ii-.� a I'll �. r.: -- -"-" Jw - Q ..•.'^.. STABILIZED SILT FENCE OUTLET, TYP E02577011 Qj, / I . . ,�' a • ,, .,j'f // . O IPA ,-'' � - .ter' , / . / Z I ..-i ' Z Vj CONTRACTOR -�'� /.'` 'f , STAGING/STOCKPILE 'I-11, AREA ,.-�'./ ,,.•I' "I / / / . ?I/ / --"` le �,, D d, .�+ ------- - (--,.--`i r�fi // --- (D - 4 --- - �r �' -� - LIMITS OF DISTURBAN �E, eao:::--:--§-1-.`.--,-i .. `T'.ZB ASTE GAS ---'~.'.�-• �-- /-O"� ;:: ;-SILT FENCE, TYP .:..':NER FACILITY / =::::--.-,:. `' '' '' ` .D227000 ,'` ::.. �" (760) 12.00 "� �'� / 1a / / 28.00 PS. / . r -__. ___ _p-�-.�,_-.__.____.__ _�___....- _ __�_ __� _� // XISTING SERVICE ROAD ;,� Rom. �' 'y ), le %a 0 "ys a GAS t STORAGE �! ` ,'- ---- _-.___ _ �w ,,{}•�1�- �f r..`�1i.N,�-`\ .i�-.�-\-I./lN.!1!\.,..\-�-...'"l',,11i.1,I �l.i.--1-'�..,l",.-i".e-�.�* i - ,1-IZii,1�-"1,,1\1-.,-" ./,-"\iii'1"�.'-,.�,"' ,,-".Z---.-�..-,I.1..l.i -1,, 111.-..�," "' ._ 0 S P H ERE ' ]yj "j t i---"-•-- �' .• "i ..- • �.�- . 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" - - � � ' ..� - . � � . - - - - - - -3 - 3 4 - - - - - - - - - ,i, . , - y ?'],j11 W..v .. Ru_... 1,.,...a ._ __, z . ..,....,--- : \ - I- -- - - ' - -/ - - - 1 1 4 ", . ^- �.- I I I . 9 . I I . . . - SOLIDS HANDLING ' ]. .f' ' . . DESIGNED MDB DRAWN MDB CHECKED 2 REVISED SDP201200040 SUBMITTAL 10 1 2012 MDB PROJ.ENGR, CTJ 1 REVISED SDP201200040 SUBMITTAL 8 16 2012 MDB 0 INITIAL SDP REVIEW SUBMITTAL 6 22 2012 MDB REV ISSUED FOR DATE BY APPROVED �-�',p,.LTH o� P- (,� a )��4-� 6 CHARLES M. U BULLARD � Lic. No.36668 o� �, IIONAL 1 i J ! j B i I I I I 1II f I i I I 1 I I I N 7 i 1 1 I . I I r f / i t t 1 I'e1. ,-, 'i", i.,"i . I i/ / I f 1 ;Ii / /l / ----- I / // I 1 ,i t l i 1I I/ r1 II . / fl ` I f // // .I;� f f/ I �� / / 11 1 J J/)/� - fftAi jJ 1 i 1 f/ �I /r J i � i 1/ ry 1/ / f 7 ram' fJ t / �" l i \/ n \i,! I\ % .,.\ -/ 1.4-14i N�� I-r"� /;irI \ I1\-1., 1\-\I \11 1 , % t -\i -' k. l iiii '. ,�1---i,-,1-,,,4��" ,\ '� 1 � P -�ti.-- ! I Z --� i/ / f r !,Y ( r' I w�( r ) \ V; ,:4 0:)N"/k%i t X� r,- I , �� rS "s'wv1.• ." 1 k''uwrarm - - - / - ,/ ,. . 1--� I1 � f' ,. 1! / � ,i, ' ;/" - �( - I .I I // 1 / / . -- : i � tIr , , I ( / . I I 1,i��- 1- - -, e , I NOTES: 1. DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES MAY NOT BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AROUND CONSTRUCTION AREAS AND AREAS INDICATED FOR CONTRACTOR LAYDOWN/STOCKPILE AREAS. INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN ON THE CONTRACT DRAWINGS. IF CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHOWN SHALL BE INSTALLED FIRST. THE NECESSARY LAND REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN BE CLEARED. 2. ONCE ALL TEMPORARY EROSION CONTROL MEASURES HAVE BEEN INSTALLED, THE SITE SHALL BE CLEARED AND GRUBBED, AS REQUIRED, WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE CONTRACT DRAWINGS. ANY ADJUSTMENTS TO THE LIMITS OF DISTURBANCE SHALL REQUIRE APPROVAL FROM THE ENGINEER AND OWNER. 3. ONCE CLEARING AND GRUBBING IS COMPLETE, TOPSOIL SHALL BE STRIPPED AND STOCKPILED ONSITE IN A LOCATION DESIGNATED BY THE OWNER OR ENGINEER. THE STOCKPILE SHALL HAVE A PERIMETER SILT FENCE INSTALLED AS DIRECTED BY THE ENGINEER AND SHALL BE SEEDED WITH TEMPORARY SEEDING MEASURES. THE EROSION CONTROL AND SEEDING MEASURES FOR THE STOCKPILE AREA SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES. 4. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON THE UPHILL SIDE . OF THE TRENCH. PIPING SHALL BE CAPPED AT END OF EACH DAYS WORK TO PREVENT SEDIMENT FROM ENTERING. TRENCH SHALL BE BACKFILLED AT END OF EACH DAYS WORK AND DISTURBED AREA SEEDED WITH TEMPORARY SEEDING MEASURES IF APPROPRIATE. 5. EXCAVATION DEWATERING FLOWS, IF NECESSARY, SHALL PASS THROUGH SEDIMENT FILTERING DEVICE BEFORE DISCHARGE. 6. STORM DRAINAGE INLETS AND OUTLETS SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES AT ALL TIMES. 7. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 21 DAYS AFTER WORK HAS CEASED. DUST CONTROL PRACTICES SHALL BE IMPLEMENTED, AS NECESSARY. 8. EROSION CONTROL PRACTICES SHALL BE OBSERVED AT ALLII TIMES ON SITE DURING CONSTRUCTION. ALL UNDERGROUND UTILITY WORK SHALL FOLLOW STANDARD E & S CONTROL PRACTICES, AND SHALL BE COORDINATED WITH ON -SITE INSPECTOR PRIOR TO INSTALLATION, 9. ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETE, FINAL GRADING MAY BEGIN. UPON COMPLETION OF FINAL GRADI T NG, PERMANEN STABILIZATION, MULCHING AND FERTILIZING MEASURES SHALL BE EMPLOYED ON ALL DISTURBED AREAS AS PER SECTION 02910. VEGETATIVE GROUND COVER SHALL BE ESTABLISHED ON ALL DISTURBIED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL THE ENTIRE SITE HAS BEEN STABILIZED. STAKING TABLE POINT # NORTHING EASTING DESCRIPTION 1 3894596.68 11494966.74 BM-2 * 2 3894676.84 11494731.51 VAULT CNR 3 3894717.06 11494801.64 'WASTE GAS CNR 4 3894701.75 11494827.33 'WASTE GAS CNR - .. . I I , . .I I . . I . . .. . I . . ..'. . .. . . . -. , . - '. I %`ftft., ft -- -- ft - I S % . .. I I ,11 . . Ir,/ I /" .,01-1, - . . , 4.-s - , . . o, 0. . -o. .ii, 1i" i.1,; - . - I I . e. , . . . , - , .. I - . . ... . I - I I . . . . . . . . .I II - . . I . . I . . - 1 - , - 1 - - 1 1 - i'l ."I`- -I -4-, -F-1, 'I i 1 I- l -i" .. / . - \- - R- I _ .�- ,`", .�.a1---'..1-- , t *ELEVATION LISTED IN BENCHMARK TABLE QN SHEET C1 `" ��q +`�"" EXISTING STORAGE BUILDING TO -....-•3�o-r�� / �� .w., 1- BE DEMOLISHED i / ... , /Z / " -iii - , - "p".1I, . "�-EROSION CONTROL LEGEND , - ii. -4 I,(' �r f/ r----'^-I 1r.-pL', - DISTURBANCE TYP SILT F,- - ENCE " U , . - . - - , - -". -.,",- i---i".-. - - 11.. ,%-,, ,, , ,I /j/ . _____.�_.----'�-":,_.�, --=. _ . ,.° SILT FENCE, TYP LIMITS OF DISTURBANCE ,."_!;;' ,> . ,r.,. 1 ,vara.:c+s , .ur.,r:r,-.o,cv: r 1. �, s�.-..: :.�„� 2�:. ,t:r,.�u...�:. �� ((/// --- --- LIMITS OF CONTRACTOR LAYDOWN DC k --_ f .,,�,. - 7 f y'i J {, I i � j,,.r'•f'_. ® STONE CONSTRUCTION ENTRANCE 1 % f { � �� ; j �' I ; / ', � SF � f • t�` y`, EROSION CONTRO/ RI ;- I Ir,L LABELS f S R G I j -/ / 6/i '/. ' / ',Ii' I �L'` I za I � SF SILT FENCE TS T'),iS I/ O ` `; a ?�:. > i.,x aI) /=/ '� { 1 ,� j(�/-, i N IL v PS '� e CE STONE CONSTRUCTION ENTRANCE • I r.�x�,..y.�o`�.''i.'<'<.-'y'`y"°`...2.�"`-.".:ue'2a-.'a` „, w . .z,.. = so.3auva';. : " j ,.rl,.w ':a..r.'." %'z r'n" .a�a"�• .ii:.-<'�.->r a.,.i,v '.z �.zi.'m:'11 � Y . wz n,. 1/ 11(-li�11iI e,.111-- 11 I A `<•> `�> -1� f i i S '•,, I 1 DPERMANENT SEEDING ,.- I P � y+ 1 I � ..-........ f .,�,,., u.. ti sfr'r if ,. ;::a+ ss.wr_' t�,a,sxcw.,a e, ¢n+.ct•• xm.� u >:,.w,.r. fi,i I, �N;�+ j'•'a (((` s x arm ,a. m � ter: tea r 6 i .! i ...rr.��a•<r ,xua w . °x+`t'3¢1j''1i-�, .$ i. "y = i �T + 1 S �: J' ems' ;r:,. I TEMPORARY SEEDING a; w -, ru.-.- .. .z, -_ a.;,; ::,. �- .�. "r. 7�..,.f - -'"•r b •'y { , a7' <,., ..w,,.i. v:.+ w..,fi r S �' { t �as i rri" ..-sw _'"--.s;,°c-+w n,,.. "u `"a:.a ws ab �.:�.: a...-u. , '- ._,j .. .1-00 •..-✓+s ."----t".r:`:`>=Y:'-� ,,- '_-��•"'''rv�c-G;, . �• a . a., cara.- ,J.»r> � 5":', +� , r,: � ".� x' zw`r, v,'4r. *�'srr.avr�.c...r-r.^r _.:vr'ct„„xn+.- r•ua,¢.a. 1'"3,r^.,o t.„, t, ,.rr a•v: uwr•. 3r �. f SiI { i y{, s i,,. � 'b??2�'�4g._ M ^ra', ..y •'c,.' x,,,ay, C �At;, y^A. , . " a?'F3..-1 �.ma,�-s» d I ¢:' �. , - I i i ..'v''3i ,d: �v�^ `59. ;; ,� ' iY r y ^a%J 4;r k.�ti,.. t� �i " 7�V � I P `� ''� `2� '�J I Y `� i __._4� a , .. �3; ' ,yU rY ,r :iq T ' r+ »� !" % c� k w ; 3 {t 3 � �i. �+ { e. y .. ��A�.r DUST -.If \�I I ._._... _ �'' I '� '' -& �, "'O . . $! &.� . t,\�4 1%k. , , 1 ' 4 D C CONTROL 1 I "N, �ri. , I// AII,0 .�I , V , I / , 1,I I *.F . • ` 1. iii*�- ` ..,i 3`�I � � .v,%N,,. ,N, , . " BACKWASH ''� -- 1. I, I1V a ,�;. 3 '�. i ,ti k. 9: 'SUPPLY PUMP. ' a I ;'Y' IP INLET PROTECTION a-,`_Y- r. 3 ¢� STATION AND. ► s{ " 1 I , r h �4 r. �, I 1' , ` F b n� ra a i 20 10 0 20 .1I I- , I- . . , , . STORAGE BASIN �. ` �ACrCWASH' WASTE: • �r f ... '��'ti.�L y r . S _ IF, i J iE t'i "v b Z SiP,it I % \ I RECLAIM BAu51N • _ 520 r, _I i . .r. �.... , . r �S !:^} i - >. .=ours. .s< -- -r. . v.d=c:--rs._,at....v.::wvcuu�.awax.. s•A.1,W,...la...�.k._i , �.n,. - .,,ate. _zn.w. _w-zss„a cra..iC.vsau ,zvr ) 3 _ nY i•. -.. ' .. . N I ` o_ L�.,.__,_�.�-.,n�„•. - _x..,....,,. .,�..,r-„-y_�.- <:.r..",aw.rxM;,.,...�I,,.�.• ..-"-�'fi 3. n :r, ! t •� 1 -20 -� li r } ' ' oyfa YYa,:y..' iX+w-c urSwr. .e. Aw' nrszwLa.:.ywiuc.,asn armn<'za. ti` sy.y ,ya j.m , `+ < ! ! I/ M ' f n 1 a, 9 id3 za`av"-` • - i ii„ ttii 'v A.L'TH .�' . THE SCALE BAR DATE OCTOBER 2012 o� .� RIVANNA WATER �.SEWER AUTHORITYSHOWN BELOW H Sc JOB M 3 1 037-039 o T. � CHARLOTTESVILLE, VIRGINIA EASURES ONE NUMBER OH ON Environmlental Engineers & Scientists PARTIAL SITE PLAN - FINAL GRADING, DRAINAGE INCH LONG ON CONTRACT DRAWING THE ORIGINAL � Lic• No.43610 � 4011 �WestChase Boulevard Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT 3 DRAWING.NUMBER NUMBER ' AND EROSION CONTROL .�i Raileigh, North Carolina 27607 X Sip �� 10 ,,O/j,- Certificaite of Authorization Number: 2771 DIGESTER IMPROVEMENTS�-- --- C2 NAL- --- I , � , t . - = .- . , � - e - HI 1a +,'a;e.yv.;rn':.,.urs•,:,+•.-ems-�., 3 ,!� Jry ,n"�s-°ram <6� ^� .Y. " 1 ' I J ;I n 0 L6 N s (14 11 LLJ w V) -i w V) 7) m m 0 V) N 0 0 Ii do CD z tz 0 z J 2 H 5�5- CD V z a .-- M K) Q r, 0 dz V-) 0 O 11 L.L. �-�',p,.LTH o� P- (,� a )��4-� 6 CHARLES M. U BULLARD � Lic. No.36668 o� �, IIONAL 1 i J ! j B i I I I I 1II f I i I I 1 I I I N 7 i 1 1 I . I I r f / i t t 1 I'e1. ,-, 'i", i.,"i . I i/ / I f 1 ;Ii / /l / ----- I / // I 1 ,i t l i 1I I/ r1 II . / fl ` I f // // .I;� f f/ I �� / / 11 1 J J/)/� - fftAi jJ 1 i 1 f/ �I /r J i � i 1/ ry 1/ / f 7 ram' fJ t / �" l i \/ n \i,! I\ % .,.\ -/ 1.4-14i N�� I-r"� /;irI \ I1\-1., 1\-\I \11 1 , % t -\i -' k. l iiii '. ,�1---i,-,1-,,,4��" ,\ '� 1 � P -�ti.-- ! I Z --� i/ / f r !,Y ( r' I w�( r ) \ V; ,:4 0:)N"/k%i t X� r,- I , �� rS "s'wv1.• ." 1 k''uwrarm - - - / - ,/ ,. . 1--� I1 � f' ,. 1! / � ,i, ' ;/" - �( - I .I I // 1 / / . -- : i � tIr , , I ( / . I I 1,i��- 1- - -, e , I NOTES: 1. DEMOLITION, CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES MAY NOT BEGIN UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AROUND CONSTRUCTION AREAS AND AREAS INDICATED FOR CONTRACTOR LAYDOWN/STOCKPILE AREAS. INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN ON THE CONTRACT DRAWINGS. IF CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN MEASURE, ALL OTHER MEASURES SHOWN SHALL BE INSTALLED FIRST. THE NECESSARY LAND REQUIRED FOR INSTALLATION OF THE GIVEN MEASURE MAY THEN BE CLEARED. 2. ONCE ALL TEMPORARY EROSION CONTROL MEASURES HAVE BEEN INSTALLED, THE SITE SHALL BE CLEARED AND GRUBBED, AS REQUIRED, WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE CONTRACT DRAWINGS. ANY ADJUSTMENTS TO THE LIMITS OF DISTURBANCE SHALL REQUIRE APPROVAL FROM THE ENGINEER AND OWNER. 3. ONCE CLEARING AND GRUBBING IS COMPLETE, TOPSOIL SHALL BE STRIPPED AND STOCKPILED ONSITE IN A LOCATION DESIGNATED BY THE OWNER OR ENGINEER. THE STOCKPILE SHALL HAVE A PERIMETER SILT FENCE INSTALLED AS DIRECTED BY THE ENGINEER AND SHALL BE SEEDED WITH TEMPORARY SEEDING MEASURES. THE EROSION CONTROL AND SEEDING MEASURES FOR THE STOCKPILE AREA SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES. 4. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICH PIPE CAN BE INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT ANY TIME, WITH SPOIL MATERIAL PLACED ON THE UPHILL SIDE . OF THE TRENCH. PIPING SHALL BE CAPPED AT END OF EACH DAYS WORK TO PREVENT SEDIMENT FROM ENTERING. TRENCH SHALL BE BACKFILLED AT END OF EACH DAYS WORK AND DISTURBED AREA SEEDED WITH TEMPORARY SEEDING MEASURES IF APPROPRIATE. 5. EXCAVATION DEWATERING FLOWS, IF NECESSARY, SHALL PASS THROUGH SEDIMENT FILTERING DEVICE BEFORE DISCHARGE. 6. STORM DRAINAGE INLETS AND OUTLETS SHALL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES AT ALL TIMES. 7. TEMPORARY SEEDING MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 21 DAYS AFTER WORK HAS CEASED. DUST CONTROL PRACTICES SHALL BE IMPLEMENTED, AS NECESSARY. 8. EROSION CONTROL PRACTICES SHALL BE OBSERVED AT ALLII TIMES ON SITE DURING CONSTRUCTION. ALL UNDERGROUND UTILITY WORK SHALL FOLLOW STANDARD E & S CONTROL PRACTICES, AND SHALL BE COORDINATED WITH ON -SITE INSPECTOR PRIOR TO INSTALLATION, 9. ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETE, FINAL GRADING MAY BEGIN. UPON COMPLETION OF FINAL GRADI T NG, PERMANEN STABILIZATION, MULCHING AND FERTILIZING MEASURES SHALL BE EMPLOYED ON ALL DISTURBED AREAS AS PER SECTION 02910. VEGETATIVE GROUND COVER SHALL BE ESTABLISHED ON ALL DISTURBIED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL THE ENTIRE SITE HAS BEEN STABILIZED. STAKING TABLE POINT # NORTHING EASTING DESCRIPTION 1 3894596.68 11494966.74 BM-2 * 2 3894676.84 11494731.51 VAULT CNR 3 3894717.06 11494801.64 'WASTE GAS CNR 4 3894701.75 11494827.33 'WASTE GAS CNR - .. . I I , . .I I . . I . . .. . I . . ..'. . .. . . . -. , . - '. I %`ftft., ft -- -- ft - I S % . .. I I ,11 . . Ir,/ I /" .,01-1, - . . , 4.-s - , . . o, 0. . -o. .ii, 1i" i.1,; - . - I I . e. , . . . , - , .. I - . . ... . I - I I . . . . . . . . .I II - . . I . . I . . - 1 - , - 1 - - 1 1 - i'l ."I`- -I -4-, -F-1, 'I i 1 I- l -i" .. / . - \- - R- I _ .�- ,`", .�.a1---'..1-- , t *ELEVATION LISTED IN BENCHMARK TABLE QN SHEET C1 `" ��q +`�"" EXISTING STORAGE BUILDING TO -....-•3�o-r�� / �� .w., 1- BE DEMOLISHED i / ... , /Z / " -iii - , - "p".1I, . "�-EROSION CONTROL LEGEND , - ii. -4 I,(' �r f/ r----'^-I 1r.-pL', - DISTURBANCE TYP SILT F,- - ENCE " U , . - . - - , - -". -.,",- i---i".-. - - 11.. ,%-,, ,, , ,I /j/ . _____.�_.----'�-":,_.�, --=. _ . ,.° SILT FENCE, TYP LIMITS OF DISTURBANCE ,."_!;;' ,> . ,r.,. 1 ,vara.:c+s , .ur.,r:r,-.o,cv: r 1. �, s�.-..: :.�„� 2�:. ,t:r,.�u...�:. �� ((/// --- --- LIMITS OF CONTRACTOR LAYDOWN DC k --_ f .,,�,. - 7 f y'i J {, I i � j,,.r'•f'_. ® STONE CONSTRUCTION ENTRANCE 1 % f { � �� ; j �' I ; / ', � SF � f • t�` y`, EROSION CONTRO/ RI ;- I Ir,L LABELS f S R G I j -/ / 6/i '/. ' / ',Ii' I �L'` I za I � SF SILT FENCE TS T'),iS I/ O ` `; a ?�:. > i.,x aI) /=/ '� { 1 ,� j(�/-, i N IL v PS '� e CE STONE CONSTRUCTION ENTRANCE • I r.�x�,..y.�o`�.''i.'<'<.-'y'`y"°`...2.�"`-.".:ue'2a-.'a` „, w . .z,.. = so.3auva';. : " j ,.rl,.w ':a..r.'." %'z r'n" .a�a"�• .ii:.-<'�.->r a.,.i,v '.z �.zi.'m:'11 � Y . wz n,. 1/ 11(-li�11iI e,.111-- 11 I A `<•> `�> -1� f i i S '•,, I 1 DPERMANENT SEEDING ,.- I P � y+ 1 I � ..-........ f .,�,,., u.. ti sfr'r if ,. ;::a+ ss.wr_' t�,a,sxcw.,a e, ¢n+.ct•• xm.� u >:,.w,.r. fi,i I, �N;�+ j'•'a (((` s x arm ,a. m � ter: tea r 6 i .! i ...rr.��a•<r ,xua w . °x+`t'3¢1j''1i-�, .$ i. "y = i �T + 1 S �: J' ems' ;r:,. I TEMPORARY SEEDING a; w -, ru.-.- .. .z, -_ a.;,; ::,. �- .�. "r. 7�..,.f - -'"•r b •'y { , a7' <,., ..w,,.i. v:.+ w..,fi r S �' { t �as i rri" ..-sw _'"--.s;,°c-+w n,,.. "u `"a:.a ws ab �.:�.: a...-u. , '- ._,j .. .1-00 •..-✓+s ."----t".r:`:`>=Y:'-� ,,- '_-��•"'''rv�c-G;, . �• a . a., cara.- ,J.»r> � 5":', +� , r,: � ".� x' zw`r, v,'4r. *�'srr.avr�.c...r-r.^r _.:vr'ct„„xn+.- r•ua,¢.a. 1'"3,r^.,o t.„, t, ,.rr a•v: uwr•. 3r �. f SiI { i y{, s i,,. � 'b??2�'�4g._ M ^ra', ..y •'c,.' x,,,ay, C �At;, y^A. , . " a?'F3..-1 �.ma,�-s» d I ¢:' �. , - I i i ..'v''3i ,d: �v�^ `59. ;; ,� ' iY r y ^a%J 4;r k.�ti,.. t� �i " 7�V � I P `� ''� `2� '�J I Y `� i __._4� a , .. �3; ' ,yU rY ,r :iq T ' r+ »� !" % c� k w ; 3 {t 3 � �i. �+ { e. y .. ��A�.r DUST -.If \�I I ._._... _ �'' I '� '' -& �, "'O . . $! &.� . t,\�4 1%k. , , 1 ' 4 D C CONTROL 1 I "N, �ri. , I// AII,0 .�I , V , I / , 1,I I *.F . • ` 1. iii*�- ` ..,i 3`�I � � .v,%N,,. ,N, , . " BACKWASH ''� -- 1. I, I1V a ,�;. 3 '�. i ,ti k. 9: 'SUPPLY PUMP. ' a I ;'Y' IP INLET PROTECTION a-,`_Y- r. 3 ¢� STATION AND. ► s{ " 1 I , r h �4 r. �, I 1' , ` F b n� ra a i 20 10 0 20 .1I I- , I- . . , , . STORAGE BASIN �. ` �ACrCWASH' WASTE: • �r f ... '��'ti.�L y r . S _ IF, i J iE t'i "v b Z SiP,it I % \ I RECLAIM BAu51N • _ 520 r, _I i . .r. �.... , . r �S !:^} i - >. .=ours. .s< -- -r. . v.d=c:--rs._,at....v.::wvcuu�.awax.. s•A.1,W,...la...�.k._i , �.n,. - .,,ate. _zn.w. _w-zss„a cra..iC.vsau ,zvr ) 3 _ nY i•. -.. ' .. . N I ` o_ L�.,.__,_�.�-.,n�„•. - _x..,....,,. .,�..,r-„-y_�.- <:.r..",aw.rxM;,.,...�I,,.�.• ..-"-�'fi 3. n :r, ! t •� 1 -20 -� li r } ' ' oyfa YYa,:y..' iX+w-c urSwr. .e. Aw' nrszwLa.:.ywiuc.,asn armn<'za. ti` sy.y ,ya j.m , `+ < ! ! I/ M ' f n 1 a, 9 id3 za`av"-` • - i ii„ ttii 'v A.L'TH .�' . THE SCALE BAR DATE OCTOBER 2012 o� .� RIVANNA WATER �.SEWER AUTHORITYSHOWN BELOW H Sc JOB M 3 1 037-039 o T. � CHARLOTTESVILLE, VIRGINIA EASURES ONE NUMBER OH ON Environmlental Engineers & Scientists PARTIAL SITE PLAN - FINAL GRADING, DRAINAGE INCH LONG ON CONTRACT DRAWING THE ORIGINAL � Lic• No.43610 � 4011 �WestChase Boulevard Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT 3 DRAWING.NUMBER NUMBER ' AND EROSION CONTROL .�i Raileigh, North Carolina 27607 X Sip �� 10 ,,O/j,- Certificaite of Authorization Number: 2771 DIGESTER IMPROVEMENTS�-- --- C2 NAL- --- I , � , t . - = .- . , � - e - HI 1a +,'a;e.yv.;rn':.,.urs•,:,+•.-ems-�., 3 ,!� Jry ,n"�s-°ram <6� ^� .Y. " 1 ' I J ;I n 0 L6 N s (14 11 LLJ w V) -i w V) 7) m m 0 V) N 0 0 Ii do CD z tz 0 z J 2 H 5�5- CD V z a .-- M K) Q r, 0 dz V-) 0 O 11 L.L. .. . I I , . .I I . . I . . .. . I . . ..'. . .. . . . -. , . - '. I %`ftft., ft -- -- ft - I S % . .. I I ,11 . . 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"�-EROSION CONTROL LEGEND , - ii. -4 I,(' �r f/ r----'^-I 1r.-pL', - DISTURBANCE TYP SILT F,- - ENCE " U , . - . - - , - -". -.,",- i---i".-. - - 11.. ,%-,, ,, , ,I /j/ . _____.�_.----'�-":,_.�, --=. _ . ,.° SILT FENCE, TYP LIMITS OF DISTURBANCE ,."_!;;' ,> . ,r.,. 1 ,vara.:c+s , .ur.,r:r,-.o,cv: r 1. �, s�.-..: :.�„� 2�:. ,t:r,.�u...�:. �� ((/// --- --- LIMITS OF CONTRACTOR LAYDOWN DC k --_ f .,,�,. - 7 f y'i J {, I i � j,,.r'•f'_. ® STONE CONSTRUCTION ENTRANCE 1 % f { � �� ; j �' I ; / ', � SF � f • t�` y`, EROSION CONTRO/ RI ;- I Ir,L LABELS f S R G I j -/ / 6/i '/. ' / ',Ii' I �L'` I za I � SF SILT FENCE TS T'),iS I/ O ` `; a ?�:. > i.,x aI) /=/ '� { 1 ,� j(�/-, i N IL v PS '� e CE STONE CONSTRUCTION ENTRANCE • I r.�x�,..y.�o`�.''i.'<'<.-'y'`y"°`...2.�"`-.".:ue'2a-.'a` „, w . .z,.. = so.3auva';. : " j ,.rl,.w ':a..r.'." %'z r'n" .a�a"�• .ii:.-<'�.->r a.,.i,v '.z �.zi.'m:'11 � Y . wz n,. 1/ 11(-li�11iI e,.111-- 11 I A `<•> `�> -1� f i i S '•,, I 1 DPERMANENT SEEDING ,.- I P � y+ 1 I � ..-........ f .,�,,., u.. ti sfr'r if ,. ;::a+ ss.wr_' t�,a,sxcw.,a e, ¢n+.ct•• xm.� u >:,.w,.r. fi,i I, �N;�+ j'•'a (((` s x arm ,a. m � ter: tea r 6 i .! i ...rr.��a•<r ,xua w . °x+`t'3¢1j''1i-�, .$ i. "y = i �T + 1 S �: J' ems' ;r:,. I TEMPORARY SEEDING a; w -, ru.-.- .. .z, -_ a.;,; ::,. �- .�. "r. 7�..,.f - -'"•r b •'y { , a7' <,., ..w,,.i. v:.+ w..,fi r S �' { t �as i rri" ..-sw _'"--.s;,°c-+w n,,.. 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STORAGE BASIN �. ` �ACrCWASH' WASTE: • �r f ... '��'ti.�L y r . S _ IF, i J iE t'i "v b Z SiP,it I % \ I RECLAIM BAu51N • _ 520 r, _I i . .r. �.... , . r �S !:^} i - >. .=ours. .s< -- -r. . v.d=c:--rs._,at....v.::wvcuu�.awax.. s•A.1,W,...la...�.k._i , �.n,. - .,,ate. _zn.w. _w-zss„a cra..iC.vsau ,zvr ) 3 _ nY i•. -.. ' .. . N I ` o_ L�.,.__,_�.�-.,n�„•. - _x..,....,,. .,�..,r-„-y_�.- <:.r..",aw.rxM;,.,...�I,,.�.• ..-"-�'fi 3. n :r, ! t •� 1 -20 -� li r } ' ' oyfa YYa,:y..' iX+w-c urSwr. .e. Aw' nrszwLa.:.ywiuc.,asn armn<'za. ti` sy.y ,ya j.m , `+ < ! ! I/ M ' f n 1 a, 9 id3 za`av"-` • - i ii„ ttii 'v A.L'TH .�' . THE SCALE BAR DATE OCTOBER 2012 o� .� RIVANNA WATER �.SEWER AUTHORITYSHOWN BELOW H Sc JOB M 3 1 037-039 o T. � CHARLOTTESVILLE, VIRGINIA EASURES ONE NUMBER OH ON Environmlental Engineers & Scientists PARTIAL SITE PLAN - FINAL GRADING, DRAINAGE INCH LONG ON CONTRACT DRAWING THE ORIGINAL � Lic• No.43610 � 4011 �WestChase Boulevard Suite 500 MOORES CREEK WASTEWATER TREATMENT PLANT 3 DRAWING.NUMBER NUMBER ' AND EROSION CONTROL .�i Raileigh, North Carolina 27607 X Sip �� 10 ,,O/j,- Certificaite of Authorization Number: 2771 DIGESTER IMPROVEMENTS�-- --- C2 NAL- --- I , � , t . - = .- . , � - e - HI 1a +,'a;e.yv.;rn':.,.urs•,:,+•.-ems-�., 3 ,!� Jry ,n"�s-°ram <6� ^� .Y. " 1 ' I J ;I n 0 L6 N s (14 11 LLJ w V) -i w V) 7) m m 0 V) N 0 0 Ii do CD z tz 0 z J 2 H 5�5- CD V z a .-- M K) Q r, 0 dz V-) 0 O 11 L.L. a a CV O N N O II w F- Q 0 w Q V) J J w m r m 0 w Q V) 0 (D V O Z_ Q ry 0 z Q J IZ w F- V) / > U C� _Z Q ry 0 rn r7 O I n CD J Q I n r7 O J J w : N m [Y] NOTES: J J V) M >_ 52 m N a CV O N \ 0 6j O J n GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A� PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS; AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE A ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT N01T LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR? REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAIf gFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SUIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURE REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE 1MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/1000 SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180 LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/100 SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURE ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEARS OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINCANCE SECTION 17-204G). 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B). 2 REVISED SDP201200040 SUBMITTAL 10 1 2012 MDB 1 REVISED SDP201200040 SUBMITTAL 8 16 2012 MDB 0 INITIAL SDP REVIEW SUBMITTAL 6 22 2012 MDB REV ISSUED FOR DATE BY DESIGNED H & S �_VALTH 6 k DRAWN MDB CHARLES M. CHECKED BULLARD PROJ.ENGR. CTJ �� Lic. No.36668 APPROVED 'UNAL 'R - ,off �.c 481 MAX SPACING BETWEEN 1+ I t IUM UUNUML I t YYALP\ 1 /2" EXPANSION JOINT MATL REQUIRED WHEN WALK ABUTS RIGID STRUCTURES TYPICAL CONTRACTION JOINT WHEN WIDTH OF SIDEWALK(, PAD, ETC EXCEEDS 61, LONGITUDINAIL CONTRACTION JOINTS SHALL BE PLACED) AS REQUIRED CONCRETE SIDEWALK SEE NOTE 1 411 41 \-AGGREGATE BASE COURSIE NOTES 1. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI. TYPICAL CONCRETE WALKWAY 024500OR ROADWIAY GRATE: INLET FILTER; BAG BETWEEN FRAME AND GRATE CATCH BASIN INLET NOTE. 1. IN PAVED AREAS, USE FILTER BAG FOR INLET PROTECTION (NO MESH, BOX `.STONE REQUIRED). 2. FILTER BAG SHALL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE GEUTEXTILE AND SEWN BY A DOUBLE NEEDLE MACHINE USING A HIGH STRENGTH NYLON THREAD. 3. BAG SHALL BE SILTSACKO BY ACF ENVIRONMENTAL, OR EQUAL, AS APPROVED BY THE ENGINEER. MAINTENANCE REQUIREMENTS: 1. INSPECT GRATE AND BAG ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT PRODUCING INCH OR MORE OR RAIN. ANY DEBRIS OR SEDIMENT VISIBLE SHALL. BE REMOVED IMMEDIATELY. 2. DAMAGE TO THE BAG SHALL BE REPAIRED IMMEDIATELY. 3. WHEN THE RESTRAINT CORD IS NO LONGER VISIBLE, THE BAG IS FULL AND "SHOULD BE EMPTIED. 4. USE 1" DIAMETER RIBAR TO SLIDE THROUGH THE LIFTING LOOPS/POCKETS OIN EACH SIDE OF THE BAG TO FACILITATE LIFTING. 5. REMOVE SEDIMENT FROM BAG AND DISPOSE OF OFF -SITE IN ACCORDANCE NTH ALL STATE AND LOCAL REGULATIONS. VARIES, SEE PLAN FOR WIDTH EXIST SL COURSE TACK CO SILT BAG YARD INLET EROSION CONTROL DETAIL � NTS C3 CUT BACK EXIST SURFACE COURSE COURSE 12" MIN 6" MIN FROM r . �r �. AI 1 HA T. 0 SON r Lic. No.43610 ld Znl2- 1VAL NEW ASPHALT PAVEMIENT V SEE 61 CUT BACK EXIST BASE trACE AN 3E MIN E COURSE CRIJ I DNJC. �,u JRSE TYPICAL PAVEMENT JUNCTION 0251301 CONSTRUCTION OF A SILT FENCE sF (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 411x4° TRENCH UPSLOPE ALONG THE LINE OF STAKES 'MAX FLOW 3. STAPLE FILTER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW;) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATIOfV (FRONT ELEVATION) 0227000 STONE CONSTRUCTION ENTRANCE cE EXISTING PAVEMENT 70' MIN PAVEMENT j A + 3 `5:1 EXISTING GROUND, 6"MIN. ' A \-MOUNTABLE BERM (OPTIONAL) FILTER CLOTH ELEVATION 701 MIN WASHRACK (OPTIONAL) 10' MIN. B 121 MIN VDOT #1 COURSE AGGREGATE * MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION 1 IL I U\ VLV I I I REINFORCED CONCRETE RIVANNA WATER & SEWER AUTHORITY ffiZEA ffiD SAWYER CHARLOTTESVILLE, VIRGINIA Environmental Engineers & Scientists aoii wesccnase Boulevard, Suite soo MOORES CREEK WASTEWATER TREATMENT PLANT Raleigh, Norm Carolinayso7 DIGESTER IMPROVEMENTS Certificate of Authorization Number: 2771 B I- POSITIVE DRAINAGE TO SEDIMENT TRAPPING DEVICE PLAN VIEW 121 MIN. SECTION "A -A" SECTION -13-13- 0257701 10, EXISTING MIN 7 PAVEMENT 10 MIN. DRAIN SPACE CIVIL GENERAL EROSION CONTROL NOTES & DETAILS u� THE SCALE BAR DATE OCTOBER 2012 SHOWN BELOW H & S JOB MEASURES ONE NUMBER 31037-039 INCH LONG ON CONTRACT DRAWING THE ORIGINAL NUMBER NUMBER DRAWING. a N N O N a Q 0 w > J J V) 0 V) 0 0 V) Q Z It CD z 4 J Z Q i CD 1 0 Q I 0 XKLYs= 51UM Iti,SIltSack,iU"L'l/UUU,U;U/UL4K,U145000,U1513U1,S1U3/-SLAL5,U15//U1,S1U3/-SEALS - REU,31W/ 18 - S1ttNLAN