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HomeMy WebLinkAboutSDP199600032 Plan - Approved Final Site Plan and Comps. 1996-04-16_- .I � .�� � ` _ ^� o ` - ,�J&.'��� � - ' -'� ' __ .' ���� `^ ��`� ` ' - � ' °� ` ' ^ `/ �� - �� , ' - ' ' I ` ''. �� ` �`�/ ��,`� - ,��,~ ' � ' ^ '' � �'� ` ' ' - ^ ' - ``^` ' . ' ` �'/ .-_.` ~ _ _ p �_ _ E}( ` �-~\_ �� ---� - - ----�� - �~ ' ' _� ,_ ----�-= - - -\ / -- - `�--'�-r '��"`���� _ � J -�- --' `~___-~' �ryp `` ' �~__�� -_-` �� ` I _____'_� � ___ _,_~,^ ',,' �� _ �`�__�_ - ` _ \��__, z1=47�!Q'50^ ~ ^` �_ N 6_� ERM ," RISER RISER ORIFICE ORIFICE PIPE -_ r8' 'A IN ELEVATION ELEVATION DIAMETER DIAMETER INVERT DIAMETEF SLOPE LENGTH RACK RACK [" (E) " .' ' ',� | ' � "����~ '; -r_ ' � � � .�~ & �� I| �W` ` 0| �� � n=�/o�UO� �~ �� �� ' .1 IT=16280' `` N0T[ 8ER� C0WP��TON SHALL BE � W|N|WUW OF g�� |N A�C0RDANCE WITH ASTM D-1557 AND `'�. 2o ' `�, '� WITHIN 2% OF OPTIMUM MOISTURE MAXIMUM LIFT MATERIAL�SHALL'�� � � '�! rr /5 ^^r m�u` y \61 ^E `, /� T- �- ' / ~ ` DETENTIONI� K1Y� ' ' 8^ D ��^ DETAIL ` '� |NV. 4��OO ' ' '` , '' . _-_--------~- � «6�� 7 ^ ��` NO ��AL� � �` `EAS��ENT �r� ` � ~`~ � � '-DRAINAGE� ' ' -- --- - ``�` `` ~ R������m�v�>J����� `._ /Uj � �_______- - ' - ' I. _ �-- _����� ~���`� .` ���������������� ` ' r+'- ' ' �� `� -_________ '~ \ \ ` `~` ^��I / \ \ '� ^' '^^ ~�' ~°� ~~,- � ' `- 'm� �� ^/ ~/ '/ \ \` -``.) ' ' ~` �� 8 ` \ - , I,- \ \ '^ / � '� ���� 0��� «v'° , ) '^ \_ ` ~`�- � ^�' / BBNCH WARK ' EX EDCE OF �R�VE ~.`/' _.~� � _ ��� ' / 5O0�0O ' -� ��l ` ` /�=7(/48'43" ^ � ������������ -- ��r°�' `� � /` � TR�UCK TUR� FR=G25Ik]' � �``. �-���" ^' '»v "�� ~~ ~«- ' � �| \ _ / ' T��P �{�-�7(� .`"`«'*» �=5g�15' 1 ^`- � : \ / - !' /�=1i7Q4' ' -11 I_ `-~� ''' ' � / ` / ` // PKEC|S0N SPORTS SURFACES, INC u^ ~/'�-------- '�� - ` ~`� [�=l17�77' ��� ' �` ' ` 15, R \ / / / �` '/-�/ DB 12�2 P �28 \"- > �` ALUW|NUM ~�-~ ----� \ / ` // C�B N0�1^02' !� �� ' I- 11 --~� � _`,' __C 1-1 . / / / ~'� '~~' �� ~'�r~, /' / �~ �^ �, '/ I 11 n� u�r p ��n ,=. `��,",� m SHEDS�� `�_- , \. \ ~` / ' = J5^E �� � / � | | | | | | 0 �oo �ov u.3a INV OUT: 482.89 I ,,, .� �/�amu^c ]TO BE R ` ``` ' / �' 59 p� 342 PLAT TB ��"��'cu -` ` `'� / `` ` � ' ^ ' `� / ' ^ / 2.00 ACRES '~.----- � ' _-__ - - \ ```/ . �� � ` ' / � -� ` ` ��.` � ' � � '�`'- ' `~`% �` � _� ' . ~ ~` � `` ` ` � , ' , EX GRAVEL / ` ~ ' ��i - ^ � ` u \ '.`` ` � � ,�/ � ''^'- \ _V______ / `�``{�' \ `` � ��� � | | | | | � | 8 ' �// ~'~'~' �- _~ � `�'~` / ``�/��� \ \`` _ � - ^^ ` � ���� ���/ �| �0�� ' ` REQUIRED DEPTH - �� ` ��`�` - / ^ �� N�|LLD |0 BE 42 -�~ �'� - ~ '' ����� � ' ~/,11 `� . ` ` ~ ' / ' \ `�` \ `I. ��� `. ``` ``` '*v� �`� `.^� �� - S} ' ^E / ' olk�� `~ ' ' '� ~ �D �y� . � ^���� / EX ��- �STRUCTURE-�`�__^~~ � �a \ �---- ```` ��, �� ' . �~p����� ��w�p `\ - - | K | | | | | / 0 ` �' / I _4-4 _�� \ 1. I ,Z , 1 .. .1 , \ 12.5' R " ____________1 'P, � Y') I I / -V' 1, , ,,- 0 i / I I C -5 \ ,,,:� , - 11 I "j, - , �� , ,-'-ZZ '_ 1. CID 'i I ��', "I'. - I \" " , , , ", ,�, . - -_ - . REMOVE SIGN- - 11 I , ­_/ \ F ", ,-,. I I ... I - , - - '', 1�1 , , , __,. 1 / 1, , 1,1 11,-:1 - 1. . I'D , I * _,/ --- - 1 I X % I ��, _,­ 1, _*,/' ,.--,-.'. , -, , _/ _\ I - , ;; Z. ., :,�_._ , , -9)) '\'11 yr.�,�,, Z, , -_ I I ., , - ,, 1'. " 1, . I 'X - ') , I \/ ( -11 - ,1 I " , - I I I - Z I ; I \ I '. Z , .. \ ( \N , I , -1 I I ( ) I . I .'. . (Z3 : F V, .1 L 8 �,\, . � / I ,\,, -, � _ ,, ,,. I , I , ..1. ( Z \ \� , I 11 i "­ '_ I . - I , Zoned: Li (Light Industrial) --p-,", . - i L I . I � '� 1. ;11", I , I -_ I / I . - ,, I , t -, f�, �, - L I 2d - j , / L / - \ N __ \ � " j . L \ I " I . I ,-\ - , - - 'k 1Z 1_-' � ", LL 'Ll 9 \, 42' R ' \ I I . 1\ , ', - 11,700 S F/' I I / i "I i '. , ' SETBACKS: No setbacks C, , I , --�\ I ,. X, " / , Z, / i , , , " ,. ; / , I . . X " , 4 ; - , ­­ - , \ ,�111 , _" _ 11 , , , , - 1, - I .11 Y I [1, I I I I il -j0A,W% Rx,,,� ,- I ( / F- I " ,: .111 / I 11 _', ­_OWN'R: ,Mr. R. Anderson Fiord, Ill, President _ - _U I ;, I, I / . / I I - / I , I ­ I Phone (804) 9 -9628 . .1 �, , ,,EXISTING CONDITIONS: C -ntly used cis contractor's office and storage yard Z' � / , /1'- 1, ,/', � ,/ I "I'll 1 , 1- , � r -1 - , I , ,',Y-' ,_ f7j) ,.� _�� : _� ,� / / , I I Q� ,­ .\ . "I � I I I,),- I / - �ROPOSED DEVELOPMENT: Contractor's office and storage yard with new 6,000 S.F. building. �D --� i I . -1, 11 I ___L -) N) ____ I 11 / I - 11 ; 4 _,., , I . Crushed stone driveway: 25,855 S.Fi-� �6 ; I ,,-_-_1" _�_ - I I , 1111-1114 � , \ , I/ I '1 Y , A 0 �_� / I I ,r--�__,,,,--- / 11 r- �-l'--­--r --- �!-- -:' F ,,/ , I -1 ', I I Total Sito P -i �� U ;---q / . ,_ - / - - _ __ - — ­7r__:�_ . - I / / * Area: 14,212 S.F0� � -1 I . . _i� . - . I _/ 11 1 . - ; . . Driveway Design: " crushed stone, VDOT #2 -IB ,:1 o BUILDING HEIGHT: Less than 35 ft;4 Iy . " � - I TIMP 58-37C*l '---) 2 9' 1 2'5 0 " IN Runoff Control: Provided by storrnwater detention basin. :_' . , FARKINC. Required: / / /14 ETT0R. ED9ARDS, 8MORRIS V|C` / | k |7\VAP 3CALE: 1,=20OO' ."",. ^^.m".y p/,vv: *m/ ' ` ZONING: U � prov�ed� 7 opou�s ^� � oo 5 [x �� 11` `�� inside- private-pick—up, ` � Lighting: Shall consist of floodlights on the building as indicated on ----'- and shallnot m adjacent ^ ` i �� ' ' BY TE 11 , �g Must Ph . ',-'` `'`'"p"y'"'/�moon provided by B. � ='_ cm ' ' �- sycamore located ' center- Elevation ��- - `'� LEGEND ' ' 0HE ~~ OVERHEAD 'ELECTRIC UNE � ' |F = |RON FOUND ` ����� �� PF = P|PE FOUND "Construction' - Notes -DATE FILE EDIT PREDERVE ANEXISTING - ------`~^�� -'-- ". ' �� � � _ .'1. -- �--. ...~~ Virginia u"'--- or /'~^~ ru�m" ' 2.methods conform to current `""' n»«" and Bridge -,`~'~ and 3t"`"" ' �UM|N� U.� ' All excavation /»/ underground � installation -' comply .... ~°` Standards, /v �om� uU� (29 �N_.�� THE LOC/T|DN OF EX{SONC UNDERCROUND UOU0ES |S °SIN AN APPROXIMATE WA/ ONLY-. THE CONTRACTOR �� ~`°"" "^^ �m«»x control measures»ox be Providederoson ''`'~ ^" 'p'~' to any clearing, grading or other construction. PLOT lR[ COMMENCING WORK. HE AGREES '���|@--'\N DEPT. UTILITIES ����ALL DETERMINE THE EXACT LOCATION OF ALL EX'�n� 4 A]! d opa�'/' |y�obtainable lesser slopes of 4:1 o/ better are to be achieved. pROJECT ..�FULLY RESPONSIBLE FOR ANY ANDALL DAMAGES WHICH MIGHT 5 Paved or rip --rap lined ditch may be required to stnbUizo odpo�oge channel when, in he opinion of the Di^�cbur ofmBE OCCASIONED BY HIS FAILURE 0designee, /o��eo necessary. nr his'_ ALL UNDERGROUND UTILITIES. ! og �i���F�T�(N� ��pT. �/T� 6. All bn�� control signs shall ginia Manual for y��»rmTro� Control Devices, latest edition. 7. All excavation for underground o�e inmhnUnt/n^ must ,",;`ko�. py "Dy_/mo,os for the Construction - ('2 ' ' � . �� ' - � ' - ' . '�^ ' ' ��`�' ^ ��,'� �'` �' ����� �' ' ` ' ^ '' � �'� ` ' ' - ^ ' - ``^` ' . ' ` �'/ .-_.` ~ _ _ p �_ _ E}( ` �-~\_ �� ---� - - ----�� - �~ ' ' _� ,_ ----�-= - - -\ / -- - `�--'�-r '��"`���� _ � J -�- --' `~___-~' �ryp `` ' �~__�� -_-` �� ` I _____'_� � ___ _,_~,^ ',,' �� _ �`�__�_ - ` _ \��__, z1=47�!Q'50^ ~ ^` �_ N 6_� ERM ," RISER RISER ORIFICE ORIFICE PIPE -_ r8' 'A IN ELEVATION ELEVATION DIAMETER DIAMETER INVERT DIAMETEF SLOPE LENGTH RACK RACK [" (E) " .' ' ',� | ' � "����~ '; -r_ ' � � � .�~ & �� I| �W` ` 0| �� � n=�/o�UO� �~ �� �� ' .1 IT=16280' `` N0T[ 8ER� C0WP��TON SHALL BE � W|N|WUW OF g�� |N A�C0RDANCE WITH ASTM D-1557 AND `'�. 2o ' `�, '� WITHIN 2% OF OPTIMUM MOISTURE MAXIMUM LIFT MATERIAL�SHALL'�� � � '�! rr /5 ^^r m�u` y \61 ^E `, /� T- �- ' / ~ ` DETENTIONI� K1Y� ' ' 8^ D ��^ DETAIL ` '� |NV. 4��OO ' ' '` , '' . _-_--------~- � «6�� 7 ^ ��` NO ��AL� � �` `EAS��ENT �r� ` � ~`~ � � '-DRAINAGE� ' ' -- --- - ``�` `` ~ R������m�v�>J����� `._ /Uj � �_______- - ' - ' I. _ �-- _����� ~���`� .` ���������������� ` ' r+'- ' ' �� `� -_________ '~ \ \ ` `~` ^��I / \ \ '� ^' '^^ ~�' ~°� ~~,- � ' `- 'm� �� ^/ ~/ '/ \ \` -``.) ' ' ~` �� 8 ` \ - , I,- \ \ '^ / � '� ���� 0��� «v'° , ) '^ \_ ` ~`�- � ^�' / BBNCH WARK ' EX EDCE OF �R�VE ~.`/' _.~� � _ ��� ' / 5O0�0O ' -� ��l ` ` /�=7(/48'43" ^ � ������������ -- ��r°�' `� � /` � TR�UCK TUR� FR=G25Ik]' � �``. �-���" ^' '»v "�� ~~ ~«- ' � �| \ _ / ' T��P �{�-�7(� .`"`«'*» �=5g�15' 1 ^`- � : \ / - !' /�=1i7Q4' ' -11 I_ `-~� ''' ' � / ` / ` // PKEC|S0N SPORTS SURFACES, INC u^ ~/'�-------- '�� - ` ~`� [�=l17�77' ��� ' �` ' ` 15, R \ / / / �` '/-�/ DB 12�2 P �28 \"- > �` ALUW|NUM ~�-~ ----� \ / ` // C�B N0�1^02' !� �� ' I- 11 --~� � _`,' __C 1-1 . / / / ~'� '~~' �� ~'�r~, /' / �~ �^ �, '/ I 11 n� u�r p ��n ,=. `��,",� m SHEDS�� `�_- , \. \ ~` / ' = J5^E �� � / � | | | | | | 0 �oo �ov u.3a INV OUT: 482.89 I ,,, .� �/�amu^c ]TO BE R ` ``` ' / �' 59 p� 342 PLAT TB ��"��'cu -` ` `'� / `` ` � ' ^ ' `� / ' ^ / 2.00 ACRES '~.----- � ' _-__ - - \ ```/ . �� � ` ' / � -� ` ` ��.` � ' � � '�`'- ' `~`% �` � _� ' . ~ ~` � `` ` ` � , ' , EX GRAVEL / ` ~ ' ��i - ^ � ` u \ '.`` ` � � ,�/ � ''^'- \ _V______ / `�``{�' \ `` � ��� � | | | | | � | 8 ' �// ~'~'~' �- _~ � `�'~` / ``�/��� \ \`` _ � - ^^ ` � ���� ���/ �| �0�� ' ` REQUIRED DEPTH - �� ` ��`�` - / ^ �� N�|LLD |0 BE 42 -�~ �'� - ~ '' ����� � ' ~/,11 `� . ` ` ~ ' / ' \ `�` \ `I. ��� `. ``` ``` '*v� �`� `.^� �� - S} ' ^E / ' olk�� `~ ' ' '� ~ �D �y� . � ^���� / EX ��- �STRUCTURE-�`�__^~~ � �a \ �---- ```` ��, �� ' . �~p����� ��w�p `\ - - | K | | | | | / 0 ` �' / I _4-4 _�� \ 1. I ,Z , 1 .. .1 , \ 12.5' R " ____________1 'P, � Y') I I / -V' 1, , ,,- 0 i / I I C -5 \ ,,,:� , - 11 I "j, - , �� , ,-'-ZZ '_ 1. CID 'i I ��', "I'. - I \" " , , , ", ,�, . - -_ - . REMOVE SIGN- - 11 I , ­_/ \ F ", ,-,. I I ... I - , - - '', 1�1 , , , __,. 1 / 1, , 1,1 11,-:1 - 1. . I'D , I * _,/ --- - 1 I X % I ��, _,­ 1, _*,/' ,.--,-.'. , -, , _/ _\ I - , ;; Z. ., :,�_._ , , -9)) '\'11 yr.�,�,, Z, , -_ I I ., , - ,, 1'. " 1, . I 'X - ') , I \/ ( -11 - ,1 I " , - I I I - Z I ; I \ I '. Z , .. \ ( \N , I , -1 I I ( ) I . I .'. . (Z3 : F V, .1 L 8 �,\, . � / I ,\,, -, � _ ,, ,,. I , I , ..1. ( Z \ \� , I 11 i "­ '_ I . - I , Zoned: Li (Light Industrial) --p-,", . - i L I . I � '� 1. ;11", I , I -_ I / I . - ,, I , t -, f�, �, - L I 2d - j , / L / - \ N __ \ � " j . L \ I " I . I ,-\ - , - - 'k 1Z 1_-' � ", LL 'Ll 9 \, 42' R ' \ I I . 1\ , ', - 11,700 S F/' I I / i "I i '. , ' SETBACKS: No setbacks C, , I , --�\ I ,. X, " / , Z, / i , , , " ,. ; / , I . . X " , 4 ; - , ­­ - , \ ,�111 , _" _ 11 , , , , - 1, - I .11 Y I [1, I I I I il -j0A,W% Rx,,,� ,- I ( / F- I " ,: .111 / I 11 _', ­_OWN'R: ,Mr. R. Anderson Fiord, Ill, President _ - _U I ;, I, I / . / I I - / I , I ­ I Phone (804) 9 -9628 . .1 �, , ,,EXISTING CONDITIONS: C -ntly used cis contractor's office and storage yard Z' � / , /1'- 1, ,/', � ,/ I "I'll 1 , 1- , � r -1 - , I , ,',Y-' ,_ f7j) ,.� _�� : _� ,� / / , I I Q� ,­ .\ . "I � I I I,),- I / - �ROPOSED DEVELOPMENT: Contractor's office and storage yard with new 6,000 S.F. building. �D --� i I . -1, 11 I ___L -) N) ____ I 11 / I - 11 ; 4 _,., , I . Crushed stone driveway: 25,855 S.Fi-� �6 ; I ,,-_-_1" _�_ - I I , 1111-1114 � , \ , I/ I '1 Y , A 0 �_� / I I ,r--�__,,,,--- / 11 r- �-l'--­--r --- �!-- -:' F ,,/ , I -1 ', I I Total Sito P -i �� U ;---q / . ,_ - / - - _ __ - — ­7r__:�_ . - I / / * Area: 14,212 S.F0� � -1 I . . _i� . - . I _/ 11 1 . - ; . . Driveway Design: " crushed stone, VDOT #2 -IB ,:1 o BUILDING HEIGHT: Less than 35 ft;4 Iy . " � - I TIMP 58-37C*l '---) 2 9' 1 2'5 0 " IN Runoff Control: Provided by storrnwater detention basin. :_' . , FARKINC. Required: / / /14 ETT0R. ED9ARDS, 8MORRIS V|C` / | k |7\VAP 3CALE: 1,=20OO' ."",. ^^.m".y p/,vv: *m/ ' ` ZONING: U � prov�ed� 7 opou�s ^� � oo 5 [x �� 11` `�� inside- private-pick—up, ` � Lighting: Shall consist of floodlights on the building as indicated on ----'- and shallnot m adjacent ^ ` i �� ' ' BY TE 11 , �g Must Ph . ',-'` `'`'"p"y'"'/�moon provided by B. � ='_ cm ' ' �- sycamore located ' center- Elevation ��- - `'� LEGEND ' ' 0HE ~~ OVERHEAD 'ELECTRIC UNE � ' |F = |RON FOUND ` ����� �� PF = P|PE FOUND "Construction' - Notes -DATE FILE EDIT PREDERVE ANEXISTING - ------`~^�� -'-- ". ' �� � � _ .'1. -- �--. ...~~ Virginia u"'--- or /'~^~ ru�m" ' 2.methods conform to current `""' n»«" and Bridge -,`~'~ and 3t"`"" ' �UM|N� U.� ' All excavation /»/ underground � installation -' comply .... ~°` Standards, /v �om� uU� (29 �N_.�� THE LOC/T|DN OF EX{SONC UNDERCROUND UOU0ES |S °SIN AN APPROXIMATE WA/ ONLY-. THE CONTRACTOR �� ~`°"" "^^ �m«»x control measures»ox be Providederoson ''`'~ ^" 'p'~' to any clearing, grading or other construction. PLOT lR[ COMMENCING WORK. HE AGREES '���|@--'\N DEPT. UTILITIES ����ALL DETERMINE THE EXACT LOCATION OF ALL EX'�n� 4 A]! d opa�'/' |y�obtainable lesser slopes of 4:1 o/ better are to be achieved. pROJECT ..�FULLY RESPONSIBLE FOR ANY ANDALL DAMAGES WHICH MIGHT 5 Paved or rip --rap lined ditch may be required to stnbUizo odpo�oge channel when, in he opinion of the Di^�cbur ofmBE OCCASIONED BY HIS FAILURE 0designee, /o��eo necessary. nr his'_ ALL UNDERGROUND UTILITIES. ! og �i���F�T�(N� ��pT. �/T� 6. All bn�� control signs shall ginia Manual for y��»rmTro� Control Devices, latest edition. 7. All excavation for underground o�e inmhnUnt/n^ must ,",;`ko�. py "Dy_/mo,os for the Construction - ('2 ' ' � . �� ' - � ' - ' . '�^ ' ' ��`�' ^ ��,'� �'` �' ����� �' ' ` TMP 58-37 —= ~' WILLIAM T. DETFOR JR D.B. 596 P. 175 -'~D.B. 596 P. 182 PL ~' ~ ZONING: U ~ ~ - -' -NDANGER QUICKSANDLIMIT 0k EX SEPTI -LIMIT OF ADIN ~ , ' co CD / ~ / ' WAY _.E ^� uo NOT ENT, R 4| RAP 3 DRY STORAGE M7.0 WET STORAGE— RCP RISER ti 483.0 PORARY 8" RISER ATTACH TO ORIFICE FASTEN TO RCP RISER TOP ELEV. 487.00 Ex L­47*29"56" NO SCALE _X EDGE OF GRAVE BENCH MARK TRUCK TURNAROWND AREA Z'- 10'48'43" 500.00 R=625.00' DRAINAGE DIVIDE TYP,.- 15" SYCAMORE 117.77' TBR TMP 58-37G PRECISION SPORTS SURFACES, INC F GRADING-/ D.B. 1282 P. 528 EX GRAVEL D.B. 977 P. 650 cl,/ 2.00 ACRES MP 58-37C1 ��7 /Y `, T ROGER B. SMITH ET AL 20D4 D�� P. 8 1068 P 744 \ D�B. 827 P. 479 PLAT ` / ^ ZONING' L| � � � � � � �ILEGEND � <OHE ~~ OVERHEAD ELECTRIC LINE � IIF = IRON FOUND � IPF = PIPE FOUND ^�kf� '�""°�� THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS IN AN APPROXIMATE WAY ONLY. THE DETERMINE THE EXACT LOCATION OF ALL EXISTING` � �vom,BEFORE COMMENCING nvn:. HE rmnccS /v BE -FU|Uj RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT �BE' OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRIE3ERV[ ANY AND ALL UNDERGROUND UTILITIES. FE RAM ,ESS AISLE A-- / [WP 58-37C1 / ROGER B. SMITH ET AL ^ / / D 1809 P. 744 / D.B. 827 P. 479 PLA / . / ' / � NOTE: ALL SOILS ON SHE /RE HAYS8LLE CLAY LOAM / NO OFFSOE' AREAS ^ / ALL CUT/FILL TO BE BALANCED ON— � �D END OF/PAVE(MENT (��N�A�| ��7O�|ON AND ���|kJ�NT /`[)NT�0 N[lT�c� �.�...�....� .�..���.. ,..,� .,���...^.�... °�.,�..�,.� ..�.`�.� ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 025-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. E3-2: 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. ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE P LUD|NC, BUT NOT 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. ES -8: 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,_ ES -7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES) AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE' DEVELPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO ANAPPROVED FILTERING DEVICE. ' ES -8: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF— PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADEIMMEDIATELY. `� ' VICINITY |CIk|T/ MAP SCALE: 1"=2OOO' — CD Till ` , Lz� � L�J 1 [_J | �� Ln � vi ^ elf ~� CJ � uj — Till ` , Lz� � L�J 1 [_J | �� Ln � ^ elf ~� CJ � fr -- ` to o II � [/] L� - � - (_) � uj ca DESIGNED BY __�ATE iwc 2/28/96 ��AWN BY DATE BCG 2/28/96 CHECKED BY DATE ' ~'`'E^^~^ Gj Ld 1 20' uxxWIns / 20' � ,"'. ' ` pxoJcnr 2718.801 � of uj — ` , Lz� � L�J 1 [_J | �� � ^ ~� CJ � -- ` o II � [/] L� - � - (_) � DESIGNED BY __�ATE iwc 2/28/96 ��AWN BY DATE BCG 2/28/96 CHECKED BY DATE ' ~'`'E^^~^ Gj SCALE 1 20' uxxWIns / 20' � ,"'. ' ` pxoJcnr 2718.801 �