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HomeMy WebLinkAboutSUB201300136 Plan - Other (not approved) 2013-09-17 i � ,�,�,LTH �F� t o� f� � � o�co�r�r . coLLi�s�z � . v �o. �579� ,� . , ��o� ������ ��w� � ��'''4IONAL E�C'l � ;� i � ���_�� . ` „_- -` � � / �f� x �- `� �; .\�!/' \ � JJ � . y�/ � L4 ; � ,� � 9� i � �� , � l�, x;;r ��� �' � l��� � ���� PEN PARK },�°�m�" "�r`' N� . , / t� , _,a 4 t- , .. ; � _- � � �� � _ ,` '" i � ' � O `;, ,,� � � _ _ .-� � x , a .;';: �, r; � �;, `�� � , - �,. � w �s � ° :� � � . ;e.- ;� . , ���:. � , � > w � L TT E VI LLE VI R I N IA VICINITY MAP ITY F HAR „ , � SCALE : 1 = 2000 G�'N�'R�1 L NOT�',S:� LEGEND ROADS OWNER: MEADOWCREEK DEVELOPMENT, LLC . `% �, � ` �'`;��'�' \�'� ; �______________i EXlST1NG CULVERT ...�,,. EARTH DITCH `. ./i' , / 230 CHESTNUT OAK LN F== � � `��, ,�'' �,' � J j� ;l CULVERT DR/VEWAY CULVERT CHARLOTTESVILLE, VA 22903-9610 `��f' ' � �� DROP /NLET & STRUCTURE N0. Q' ' ;' � ; � � BENCH MARK ENGINEER: COLLINS ENGINEERING �� . ���� ,-, �', CURB � � 200 GARRETT STREET, SUITE K Q'S - -��, i '� i ; , -�, ,' , __ __ __ _. __ CLEAR/NG LlMITS Z Q CHARLOTTESVILLE, VA 22902 �� , �'`� ��<� � ; � ' �� ,�� ;' CURB & GUTTER � o 434.293.3719 �� � � .. r� ' ` r ss VDOT STANDARD STOP SIGN s�T ;' � '' �' `� r, � PROPOSED PA VEMENT T , �:: ; '�� ' � �. , I: ' � ;� _ ---------------200--------------- %� �� �� � f �` �i' '� � \' '� EC-3A DITCH EX/STING CONTOUR DEVELOPER: MILESTONE PARTNERS / i ���\�,,% ,� � i , ; � 300 2ND STREET NE � \ '� , '� � ; .. _ ; CHARLOTTESVILLE, VA 22902 �'� � ' ,� ,�` �� - ' � -%� 6� DEPTH OF EC-3A DITCH 2� PROPOSED CONTOUR N ,�., � , � , � �� � � ;� �' � ;'� � �- ' �' �� 24o.,s5 PROPOSED SPOT ELEVA770N TAX MAP PARCELS: T.M.P. 61A-2 D.B. 2792 Pg. 363 6.306 ACRES , , ���.,, ' � • � �� r EC-2 DITCH � CURB T.M.P. 61A-1-34B D.B. 2792 Pg. 363 0.062 ACRES � � '�' � ' �, _ .� ,% , 7BC DENOTES TOP/BACK OF W �, � � � ' - �`� T/B DENOTES TOP OF BOX � � T.M.P. 61A-1-34A D.B. 2792 Pg. 363 0.031 ACRES -� � ,,, -, _ , � DEPTH OF EC-2 DITCH . ,' . � ���`•��: � �� �: �� �� � , � �. �� Y 01 / �� � � �� ,�' _i '� � , � � � � � � TOTAL SITE ACREAGE: 6.399 ACRES �y � Y�> ��� / J�C. ' �` '�-. � ; � a �� ,� � `��� �_: � ' r � o 0 .� � Q} , � � � �, , r : r..�" Z � w ZONING: R4 RESIDENTIAL. � ��� ��� � � �� � `�- �� � � � � � �'� � �`, � � .-� ��' ' r % / �� /t�, � ;� ;�� � °0 "" Q �. ,� �� �� � ;` i ;' ,� � 1 - �� � � O /i f � /� '��� 1.�,: i�. ,'' � M � ` Z � � � � PREAPPLICATION CONFERENCE: FEBRUARY 11, 2013 `�,�'��` `' '\� 'O� �>.. \���./� ;, ' `\�� �4 �i , � � � ,��; '-�' �' � J � '� ' , ,��oo � �,, , � �, , ,�. ,p ; � Q o N g � � w ,' � '��... ,_.... . ��'� r ,'y , i�; � c� ,--i USE: 21 SINGLE FAMILY DETACHED DWELLING UNITS ARE PROPOSED THIS PLAN (5 FUTURE LOTS .' , ���J� ;' �� � i �'�, �-1� �; � ' `y�'�,, � � '� '� /�'� � � a ~ w °� '-' � h i ��.. � I � . � ' � fi9l �� .�: � (n J �. � d' RESERVED) ;�, ,� � ���- ' , �,� , � �� a�`���� i _ � � i �,.� � < �, �f , � m � � � z � O <� �'��� . / ��� , � � i � _� �. . � � � �. �_ ��.. ._� � ' .A� i W � � � J � DENSITY: 4.06 UNITS PER ACRE i� � �`�'� �''� `! '���i � � � � � ` , � � � R �'����_,� I� _� ,, ,_ � �., ,. .., � t�� � -, z N � Z z g a n i ; , --" -�r''� �� ;� o a z � � � � � � .� ..,, s��:�--�� - , \ ,.,.. � BONUS DENSITY: AFFORDABLE HOUSING: (1) EXTRA MARKET RATE UNIT PER EACH AFFORDABLE UNIT. ONE OFTHE ` ' ���\� , � �' \` � -� PO�� ` __ � � i 1 J' \ .,� �' � .� \ $ r ~ PARK '� , ; � � � O � �Q H o0 � LOTS WITHIN 15-20 SHALL BE AN AFFORDABLE UNIT. THIS 1 AFFORDABLE UNIT ALLOWS THE �'' y , 8 1\ ' , w � o a Q = � � ��� \......� / / � �j .. \ Y` I1. . �_ ,� ' �� F - 11�`� ` '� � �., � d m Q � � W t � DENSITY TO INCREASE FROM 20 UNITS (4 UNITS/ACRE)TO 21 UNITS AS SHOWN. THE AFFORDABLE �\ , % � ' ' � �;�� ;!�' ' ` -� --�-''���� � -. � ��' � \� LOT WILL MEETTHE AFFORDABLE HOUSING REQUIREMENTAS SEf FORTH BYALBEMARLE COUNTY � �`� � �` �'� ' `'�, \;�',, `' ,' _�—�- �"�� �; �_: ; �';';___---:�-- 'DFi� ' � ' PHASE IA & IB l�OAD PLAN � ��� r" - � _-� , � __�- __ P � F- p V�i ' . . � c/� ZONING CODE. ,� , . \, ,\J, _ �-� ;.� -- R�� �.,`\\ SHEET ~ vu'i , ; ; - , � x� j ; -�;�a f i 9 _ � ,. ` `� � �� w � U a _�r �\ ,\ , '�� < � :__- ' _-- . �,';� 2 ' `Sv BJ E C �F ' TITLE OPEN SPACE: 0.49 ACRES OPEN SPACE PROVIDED - 7.7% OPEN SPACE �', � ' . "�--"" _ - - , �, �* � �~ l_- _ _�_ , 1r. �� � �U w 0 , , . , , � ' _ _ 1 __ � , �: _ � - . ' i'� -� /:�.. �: (_j� �/� � r �� ��', ��1�l,— , . rr . '-` ; .; `, ,, ' :\ . F _ , �o � ; : � �_�--�_- _ - - ; COVER SHEET 1 � > _- , S17� ,� SETBACKS: FRONT 25 FEET MINIMUM �� /� i � ., �/% ��;'�� �� �,�' !`'� ^'� ', '� ;._-= ; !._ ,�--� "� `+, ' �-! � � ��, � EXISTING CONDITIONS & DEMOLITION PLAN 2 � SIDE 10 FEET MINIMUM* :/ � ��, � � ; f h,c�� ...� �% 15 �, � �_�-_�'"�- �, �� ,,�, 3 '., ', �.__.-. �-, /./ LAYOUT PLAN 3 l `�. ,� : , , , --" _- - , I � _--' L �`� �T_ REAR 20 FEET MINIMUM ' /`�� �� � �� � '% ;��' � '� < - i�� � r�-- ;� � ,�, __ .��� ,� � � UTILITY PLAN 4 *A REDUCTION OF SIDE SETBACKS FROM 15'TO 10' IS INCORPORATED WITH THIS PLAN BASED ON %� ' � ��� `� j �' � � � �,;,,;i';-'�, � � ta 1', ',, ' �. : �-�'"�� -- �`, '�, `, � T ;� � _ ' � , � _ � , -- �/� `. ` GRADING PLAN 5 THE AVAILABLE FIRE FLOWS TO THE SITE. � - - ` � � � � ` ' _---" �i� " � '` � � ' �� � ' `� TRAFFI NOTES & DETAILS \� \•./ �\ w'�.' .�6 . 1 1 4� - -I- �'1. ,�1. . . 4+ �\ �\ \ I �� / .i'/ � /r � !' � , �� � \. 6 i� � � _�__�_ _ ; ,� � � :; , � � , , � � �. , -, ' -_ _--___ -- BUILDING HEIGHT: 35 FEET MAXIMUM �' '' �� � �' _,-' , -� -- _ --� LE NOTES & DETAILS . _ : _ : , , � ,�r tij,y ..,� , �__ -- , ; ,- -; , � �� , '�, � � � �y'� ;.�J`� ; IL _ , _ „ �, ' '' l`? ��� i ^�.,� CITY OF CHARLOTTESV 6A ,� � \ . � iz ��� , _ __ - � {� �, � % � f SITE UTILITY DETAILS 7 i i � � it �/��� 1, 1 '`1 II �1 � `�. . .! . . 1 . f •.� �b .J� �%/,n . i STREETS: CURB AND GUTTER, PUBLIC STREETS i--- �� ::,-�__ _ _ i - . ',`., '� '� 17 ', -"_�--�"''; � i % .'' � ,; /;� `�^.,��, ;!' ,r^�I�, i' '• DRAINAGE AREA PLAN 8 cn M M � � r'n v - , `'S' ` ' ' ` '�I � , �-_ -- { � `\.> � 1 U1 ' ,i ` �-__ - �,� ' t��_._ _.�-- k'�"�- � �,<". � i � .-�-i �n M � � � C _ , . - -� _- _-, w - , : _-- � S � EXISTING CONDITIONS: SITE IS PARTIALLY CLEARED WITH ONE EXISTING HOUSE &ACCESSORY STRUCTURES. THE - - - '� \;>>, �,,: =1, c� • �-'�;---'� � � ; '. � � -�_-- � `�,% \�' ��, " ` ' ��'� ONc o � � � � � c i � DRAINAGE CALCULATI 9 � � _� _ �s , , � -�-�;_ � , ;� �, �% , � � ROAD & WATERLINE PRO� ILES 10 a `V � o .-+ .-+ REMAINING PORTION OFTHE SITE IS CURRENTLY WOODE�. ' � � � . "_-- "� 1 1� __� ' l ; - � �`i `' � _ h • � / G . J 6 �o rn rn ,.,a ,-� .� , , , ,- : ; `/ .. ..:: �� "� �7 �t { J �1� 1 _ ��..i•� ... 1 {� -� �� ; ,�. ~ ,., ��`��� ���,.\ •� ' "aa'�%� � � ��� � ,. _ - -1 � 18 �`-�� _�- � 4 .. '. ,, iJ , UTILITIES: SITE WILL BE SERVED BY PUBLIC WATER AND SEWER -- --- , � � _ ___. ! � `, I __�- __- , ; ,,� ,� �;1,, - � STORM SEWER PROFILES E 12 _ __ . � ; - _ .�,.� � , ,,.�� -� `� i___-_- � _ _ i 1 � � ;� ,/ � ��� ; ,7 __..; ` ;) ' , �' , - ETAILS � , J! �� �.� �., � , - _ � � � i � , t . . , - ____--- � 14 , : , ; -- ,�, , ��� , �` �,;�; EROSION & SEDIMENT CONTROL NARRATIVE & 13 � � , ,- t D PHASING: THE OVERALL LOCHLYN HILL PRO]ECT WILL BE DEVELOPED IN FOUR PHASES. THIS IS THE FIRST �., ', � � '� _ _��. � �• ,:�"- �� �;'�'��;`��__---�� '�, ����� � �� ���� � % � �<' ; ������... ' EROSION & SEDIMENT CONTROL PLAN STAGE I 14 OF FOUR PHASES. TWO PHASES LOCATED IN ALBEMARLE COUNTY&TWO PHASES ARE LOCATED IN � � ' ��'' �'� � `��� � � -�------ -� � � � � �� � - ,= ��F'.� • _'����_�i�;,� �ei�irase v,�sueio�sood�+ ����` �� � ' ��' � � EROSION & SEDIMENT CONTROL PLAN STAGE II 15 � - ,.. . ,, s i ; , � � THE CITY OF CHARLOTTESVILLE. , j-''r �_ ' � � .\;- EROSION & SEDIMENT CONTROL CALCULATIONS 16 _. ,.. - , . _ � ___ . � __ --_ ; ,\ s:i 21c�aes � - - � , _ __ i -�", '�, `'�� `� , " � �` � �/ , ,-;%�� ,', R�'' ��, STORMWATER MANAGEMENT PLAN , ',;, � TOTAL LAND DISTURBED: 13.28 ACRES % ;`" ' i ` ��, ` E_ <. ', � � ; � , �,; ';; �„ . ; f . `. . \ ._. ..._ ;�, , `���•, �.,- ; , . � zo % ;' � �` � : � � ° _ STORMWATER MANAGEMENT CALCULATIONS 18 � FLOODPLAIN: NO FLOODPLAIN EXISTS ON THE SUBJECT PROPERTY, PER FEMA MAP #51003CO287D, PANEL 287D �„� �` ``�,,-Y \` ' ` -: �;, �` i,%;� j ; PHASE IB k LANDSCAPING PLAN & DETAILS 19 ` � � �'' , 1' � / � / � '' 1.27 ACRES �M t ; .,.\ � � '� / / �... ���,' \'J ��, �,.�� � �. i \l i l i' � STREAM BUFFERS: NO STREAM BUFFERS EXIST WITHIN THE LIMITS OF THE PRO]ECT AREA. 1 ,, -,, �,, %" �,`'�, ,' `�, %�,' ,� ;� TOTAL SHEETS 20 � � � � � :- ,,� � �� ��. � � , z \, �\ �� ' \, \ ;' � _ �% - i -,. ..,_.._ �. . � `, , ... , , TOPOGRAPHY; BOUNDARY OF THE SITE&PEN PARK LANE WERE PROVIDED BY KIRK HUGHES 8�AND BOUNDARY . ,-- N z �._ , , � ASSOCIATES.TOPOGRAPHY WAS FLOWN BY VIRGINIA RESOURCE MAPPING IN MARCH,2013, � ;�,�. � � `'-� \ ..,, `', ;�"� : ;% .: �: , >' -_ __. ___ .___ --- > -- - - - _� � AS PROVIDED BY KIRK HUGHES&ASSOCIATES. SITE WAS FIELD VERIFIED IN APRIL 2013. ',� ,�,', ; , �, O � '� ; � �,,,�,,,.� { __ ___ ----- - --- - ' M _. ,, '.:- � _ o ;I +p,1 I �`. ' ' '.... _ . :" � a DATUM: NAVD88 ,� _ __. __._ ___... _ , ; i � � _ .. � . �_ - _ _,� A� a / � � RIGHT-OF-WAY: 1.41 ACRES (22.0% OF PHASE 1A & 1B) ; � ��,� ' ' N � ` � PR�POS�A. � � `o � � � � LOTS: 4.50 ACRES (70.3% OF PHASE 1A& 1B) � ' � S`"" N 1--1 `� �f�, � � �: PONo_ � L N � CRITICAL SLOPES: NO CRITICAL SLOPES ON THE SUB]ECT PROPERTY � � ���.%� ` S�. •, ' � � � � W Q � PARKING: EACH LOT WILL HAVE TWO OFF-STREET PARKING SPACES. PARKING WILL ALSO BE PROVIDED ON E � � �' � � ONE SIDE OF THE PUBLIC ROADS, WHICH WILL BE MARKED WITH SIGNS IN THE DEVELOPMENT. � `� � - > � ` � � z ,� ,:, � � � - � J � o � LIGHTING: NO STREET LIGHTING IS PROPOSED. �, w � w . � � � NZ ,,;.. ., . Q � � LANDSCAPING: LANDSCAPING IS PROVIDED WITH THIS FINAL SITE PLAN &COMPLIES WITH SECTION 32.7.9 OF THE R' / � z � W � w ZONING ORDINANCE. W ,�/ = a z I..L � SIGNAGE: SIGNAGE TO BE PROPOSED UNDER A SEPARATE APPLICAl'ION. S H E ET Lr4Y0 UT J � �� � D: MEADOW CREEK • �� � O � � o � WATERSHE o � SCALE . 1 = 100 J w 3 N STREET TREES: STREET TREES SHALL BE PROVIDED ALONG ALL PUBLIC ROADS IN ACCORDANCE WITH COUNTY � � O . � o REQUIREMENTS. � _ � � � TRASH COLLECTION: TRASH RECEPTACLES SHALL BE MAINTAINED ON EACH INDIVIDUAL LOT. ��� U U � � � V -� � L TS 1-21 EACH CONTAIN A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE � W o ; BUILDING SITES: 0 � :�� �- AN E, � �*1 N 4,� \�ES f U� � a ALBEMARLE COUNTY ZONING ORDIN C �� Y � � , pp�V`��.D�M`�ti�S`�� w Q �. � ON-SITE IMPERVIOUS AREAS: ROADS 0.86 AC. DRIVEWAYS 0.06 AC. ��'������ �- T� SIDEWALKS 0.28 AC. � � � .,� � � o TOTAL 1.20 AC. � � J �' o �3 � —� Z �' � � � 0 NOTES: W 1. A FUTURE SITE PLAN WILL BE SUBMITTED FOR THE DEVELOPMENT OF THE FUTURE AREA. W = w N z 2. THERE ARE NO KNOWN GRAVES OR MARKINGS OF A PLACE OF BURIAL ON THE PROPERTY � � � 3. THE POCKET PARK AND ANY OPEN SPACE PROPOSED WITHIN THE DEVELOPMENT SHALL BE z Z � - w U 3 � L MAINTAINED BY THE HOA � J � � � o ° � � U c� w U � ° n/ T� � �ij� O � O I..L � J a � � ° c a� V � > � .N Q � c O U O X ' N °' � � L t �� BMP DATA FOR THIS PROJECT: . LOCHLYN HILL NEIGHBORHOOD ASSOCIATION LLC � U 300 2ND STREET NE � N � 0 CHARLOTTESVILLE,VA 22902 � �, �, C -p N � w � � .- TYPE OF BMP INSTALLED: ENHANCED EXTENDED DETENTION FACILITY 0 w � � - GEOGRAPHIC LOCATION LOCATED OFF OF PEN PARK LANE,WEST OF VEGAS COURT. (PREDOMINANT HYDROLOGIC SOIL GROUP TYPES 21B � a (n v .-� (HYDROLOGIC UNIT CODE) &21C � JOB NO. � � � � ULTIMATELY DISCHARGING INTO: MEADOW CREEK,WHICH THEN FEEDS THE RIVANNA RIVER 112062 �o � # OF ACRES TREATED BY BMPs 6.87ac. ai > DESCRIPTION OF REQUIRED THE MAINTENANCE PROGRAM FOR THE FACILITY SHALL BE CLEANING OUT THE BASIN ANNUALLY,OR AS SCALE � N � � MAINTENANCE: NECESSARY ENSURING HEALTHY,VEGET E GROWTH OF THE PLANTINGS,AND CLEANING OF THE TRASH FROM rHe Fnc CHARLOTfESVILLE SIGNATURE PANEL: � AS NOTED o �� OWNER's SIGNATURE AGREEING ' - / � TO MAINTAIN FACILITY: G DIRECTOR, NEIGHBORHOOD DEVELOPMENT DATE: sHe�No. a o � N � 1 �' �' � o s � � 3 � I i TMP 61A-18 - ` '' ' � � • �� � �. �P � - � ' i � � � � EXISTING DRIVEWA�' �- � ; � ,,t , ' � � ,� : ,, i i �, � . � � � � � __ � r � . VICI'OR� & HELE�� e. fa,uEs / � /i � / � ; � , � w�, � �+ ___ � \ '� �� `�, } � , � � « GU RT �� ; / / 1 L0� 10, PEN PARK r' � /./ j i� / ' , �/ �� �� 1V�T�J.� � \ ��\ , ` �\ ti` , � �•� ` ��.,` \ �1,TH p � � � D8 856-6�13 / / !� / i i i � � � �; , k , � ,_ ; % � , ; OB:294-496 �'PLAT) � ,- � � � ;' ��� �-' � �� / ', � 1 . � 1978 RE OLUTION F�OR.THE � HEIG TS �UB IVI I N — r PROJECT ACREAGE , ,��� k .� , � ; � . . � � j � , r � / , �, �, / �\ N � � , p ., Q S � �ki�1l� A 50 FTR01�ON PEN PARK LANE UP TO 0.08 MILES o� ,�, `s,��o,� ��. �� � \ f " % � " , � � , ' � � ,� � .: � ,� � �� ,� �, �� � ��,� �S (4�t�F�j� O�JTH EASTERLY�F/YH�JNTE SEC�'IOfV�WITH��RlO�O� �THE SURVEY`F�130M KIRK HUGHES AND � � T.M .P. 61 A-2 DB. 2792 P . 363 6.306 ACRES '��'���F �� � — — _ . � ' �° � / �- � ' ' ( �' � � ;' � ,' � � �' ,' � , \ ASSOCG TE F� �RENCES P( PLAT �T D. . 628� G. �99 WHICI��OW�. VARIABLE W ` �SCOTT . COLLINS'� � IDTH ROW AT AN AVERAGE OF U No. 35791 a � � �k / \�., � � // �'1 ; ; / // // �f // � � \• ^�� � ` ' \ \ � \ T.M.P. 61 A- 1 —34B DB. 2792 Pg. 363 0.�62 ACRES �� p �,,�. �� '� ,,�� , `� � , � ;' , � ; % - � ; ` � , N'I'�DTH. HE R�P€�R � L`I�IES A�fVD RO�(1( SMOWN�HER�FI ��R��HO��PROVIDED BY KIRK HUGHES AND — — 4A DB. 2792 P . 363 0.031 ACRES � --� \�i — --� ' 'o � i �� j /.- ;� ,' � . � / � TMP61A719 ; � " � �-_--� A�S ' IATES. �� ` �� �� �� �� �� � ` `� � A�o ������ �w� � T.M.P. 61 A 1 3 g ' + � p,9 _�� �/ �� � ._, l l � � , ` ! � i� ;� / �orN����s�N�LorTii, PEN�lE' ���`\� � —�__ ,� � � �� ` , � �\ `, — ��,sst ����� RI� � , . � ,f� , � � . DA �NE SITE �'EN PA�K LA W RE PRF}\/ E ,�Y'KIRK�HU�I�S & ASSOCIAT�S. 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N 97 Z ' ' i` \ � ;� . � _ � � _ �- - - ------ _ _ I t_"� � ; ' � _- -- - ' o�l �.I o � 79, (P) CROS WA�K o � B�'ARRICTD. ---- __ � 1 � �, ' � � � � � w _ � I � , � r 76 � � � o (P�C 7Z pjDE � � i � �/ �� N i �� \ � � \ _ -� 86, — — S OP J . �� � � � � O,�/ o z � � � �, , / . . /` �------j � ; I � `� '' O . % � !oNo o��/ / / � \ _. - - S GN o � gIGHT DISTANCE=2 \ � �- I WL I..L - _ _ , � ( - — , o�; �` . . . `�'^ � o • r' ` a U I � �� s � C � 132 \ 'o . � � . . � � � � I �_ _ ___----� � - - , - _ _ , �o �- s8� 19 � � � � ! --- �--- — — ��: , � , �-� m � o � _ ' E-IN PROPOS_ 2Q EMER�EN�Y- -� �, -� , - � — _ � _ , . � � . ... . r . . . . . . / 1 I _ _ I GCE3S 1�OA CLE AND P DESTRIAN ' � •• - — -�- �� / / � � P a`S� IA SUB201300.0� . �k0 �` � � � `� `� �� - ,._. J ^ s � —�� � X r � � CV O �' `�" , \ Z � j ` \ '�`'� - --, � �y 3 v� � ---- C TH ISTIN G COURT � : ' :- _ / � �r , 1 : � , 'yA � < � � . . •�,. . . � �• -�-. ��9 67 ` -�. � � c o - � L-DE-SACAS OW . � --__ _ j�6- � / � � 5.13 ACRES �C -12 �3�� , eqReFSq 3q � � � �`�- � , (� 1 ~ Q � � " , � � � �� Z � - � � , o� I 47� --- � \ / ,�b �� / � . . . . �;,._ � LOCHLYN HILL IVE WILL BE E END AS oe�y qRqe \ \� � � �' x ___- _ = Q � ° �__ � CON RACTO SHALL O ECT PROPO D�C CRETE = ° � . � � � 4�t y , �`� � � � .- � � � .� / � , � 4 2� h / y. , .: � NE SA Y PAST CHLYN HILL NE oe < s�s � � s , , (� f.-1 -� '` � S SI EWALK TH E IS G SIDEWALK S�k WITHIN CG-9D �� � ^ � � � ° '' ss oT ? � I O o ; / p INT RSEC ION TO PERIPAI�TIE-IN OF R OSED st3 � � � , / , V D O R/W. C O R A O S H A L L R E L O C E E S T I N G , ��r p��, , � � �/ � l >>�� � .p,�4 R Kj1�G � � R O A D E S P R I O R T O P E R T Y I N �'O�,qT � � � ' � W °' � \ �`-'� , - \ ` ', RETAINI A � '&STAY WITHI VDO � 2 O , � �`-�- �G�1 � � `� � � �� , (n � � a , ' p . \ ^ / � �. � (P) NO PARKING � � � I � � � , / _ _ \ �+ ° �- / / � xo�� �� , �n SIGN , � { `�� �,� ' Q � � �``�^ \ "� W � ° �, Na � �,� _ � �s � � PROPOSED 20 , ti� � � - PHAS E I B =. s� � . , \ , I __-- E— _ ,,y � � , �� EME G ACC S ROA , EDESTRIAN/ �c,o ,• � ACCESS EASEMENT � .y � 1.27 ACRES �. ���� � � � � � '��= X - � � � o CON EC E OV OLLARDS WITH \ . � / � � ����� � � ' � EME GEN E T NT LOC ALL ROP SE TIMBEI�t WALL �. �. �� / PROPOSED 10' LANDSCAPIACG �o � � � T,yA `L,., Cj �� . � � �''� � � 0 3 � ' � � 0'P D A S RO D REP CE TO 11AATCH ' . Q � & MAINTENANCE EASEMEM7 .,`ti �qM s�q. \�� , 0�1� ' \ '� �, " J � �, , \ INST LLED I , � �. / >� , G � �-�� � ��'� ,� e.qReFsq ,� � � ` � Z` � � � ` � �� Z � \ , \ ,\-� EXIS IN -2 I�EIG �. ,3 . . . / / FUTURE DEVELOPMENT � � �V SIGHT DISTANCE ESMT � � � a�tiNqRqe �'r•�` Z „ ;��jc2����5 ��� W w � , , ; =' � � � '� � / (LOTS 22-26) �� G� ��P CONCURRENT WITH SIGHT � � oe o4�s<y' \ ����,�G��N `�` �; 11J = z � / � '�_`- �,--� �` �� � ''�-t' � CYCLE, AND �. .''ak (P) EDGE � � �p� DISTANCE LINES (TYP.) � � 6S.R3�1 ? ' � �,\�� ��� � � � � W o \ , � 30 PEDES RI , � , A H � � Z � / �- � / 1 �---_, `\` �-, � s . � � \�. EI�O ERGENC AC SS EASEf�,�ENT �o / OF PV PARKING SIGN � � f��� � s � i � (n � z � I i � �� � � � � � ✓ I �` � � / � . . . . . , / � /� J � \ ` �` S �-. J C 1 1` � \ /�'�. �r� \ � / I &VDOT STD. END , . � _. ;f . �� s J -� o �- I 1����"�'"�� � MAINTENANCE'SIGN Q� � ti 140' PROVIDED BETWEEN �= `z � � _ � " � '- --- ' / * '�`1' �� , , � � '� - - --- � " � _ r ,-.,-� \ � � _ w o \ :;: Q Q . PARKING SIGNS FOR(7) 20 x9 , i � , , � AYLOI�, MAXINE � CG-12-TYPE C ti 5 c� _ _ ____- - - - - ��,~ W U ° � j `� � � ON-STREET PARKING SPACES ` __ _ _ ,.,� �/ �� ------� � � D.B.9f�9, PG. 52 � �. / �' _ _ ------ - � o � P (P) NO PARKING SIGN , - J �/ O o � 0.2!i59 ac. O � P)CG-2 Q'�5 / � a J a c r .;. , � ,' 4 RE:�� TIAL � � Rr � � c�-�2 nPE B COUNTY OF ALBEMARLE - Q a� � � T.M� 61 A-1-34 `��. 20'. .t�� ,�.� ...� . - , � � �z� . --�, -- - �ILL tv Es C'� > � ��� , � ����;������ . ,� w. _ : - , . . . __ A 0 oT 2 REMOVABLE BOLLARDS w/ 1 STREETS LESS THAN 36 FEET WIDE SHALL HAVE ONE SIDE MARKED NO PARKING ��' ' � � ) 0.412 ACRES COMMON AREA O � � � '� "' -. 2. PEN PARK LANE/LOCHLYN HILL DRIVE SHALL TRANSITION FROM 24' E/P-E/P WITH X �°- ,� _ - 0.038 RES C ON P�,�E��,OPEN SPACE ROPOSED 15'TELEPHO , EMERGENCY FIRE DEPARTMENT LOCK. OPEN SPACE TO BE MAINTAINED 5' SIDEWALK ADJACENT TO THE CG-6 AT STA 14+84.01 TO 28' E/P-E/P WITH A 6' � °' " . - - ���- -����� � ti � � 2 * STOP BAR TYP. 30'ALLEY EASEMENT FROM LOCHLYN N � � - - - - - - J�r �. `�,, TO B MAINZ',AINED BY THE GAS, CABLE,AND POWER 4 ' ( ) HILL DRIVE TO VEGAS COURT BY THE COMMUNITY HOMEOWNER'S PLANTING STRIP ADJACENT TO THE CG-6 AT STA 17+30 2 r N � I"� � ���_ _ _ COMM�lN1TY.I�I�AAEaWNER'.S EASEMENT R25' . TA: 13+p� ASSOCIATION _ � � � o � 3 ONE OF THE LOTS WITHIN 15 20 SHALL BE AFFORDABLE 3 � � � , _ ` ASSOCIATIfJ f�. 4 N p o � ---� � , , � PIiqSE s� 4. LOTS 7 AND 8 SHALL NOT BE PROVIDED ACCESS ALONG THE FRONTAGE OF � N o � �. NST T H E I R P R O P E R T Y O N P E N P A R K L A N E, R A T H E R T H E Y S H A L L U T I L I Z E T H E -� �, , ` � \ , I .^ RUCTI pN "SHARED DRIVEWAY EASEMENT". � � � � '•; . VDOT STD. BARRICADE 5. THE POCKET PARK AND PUBLIC ACCESS EASEMENT LOCATED ON LOTS 7-9, AND o w � � `- (P)CROSSWALK cc = " �- � `'� ��, CG-12-TYPE C STA: 24+p FOR PHASE I DEVELOPMENT,THE MINIMUM IMPROVEMENTS OF THIS INTERSECTION THE 0.45 ACRES OF COMMON AREA OPEN SPACE SHALL BE MAINTAINED BY THE a cn �° o �j �� � BEG�N P � WILL CONSIST OF THE STONE BASE AND SUB BASE LAYER OF ASPHALT IN ORDER TO HOMEOWNER S ASSOCIATION. .7oB ►vo. � � tJ v ' 1 � P R Of'0�:>�E��D � P cRosswA�K � I C�NS RUqSE � F RE MARSHAL�,AD R ONAL GRADING/PAV NGRSHAL�L BE PROVIDED DUR�ING HASE I G RAP H IC C C ALE 6. SIGHT DISTANCE EASEMENTS SHALL BE CONCURRENT WITH THE SIGHT o � / � ' � � T CT/ DISTANCE LINES PROVIDED HEREIN. 112062 0 CG-12 I �N C O N S T R U R I O N T O E N S U R E A D E Q U A T E E M E R G E N C Y A C C E 5 5. T H E F I N A L pa p 20 40 80 16o N ' \ S W M C E N T E R O F 7. LOTS 15-20 SHALL BE ACCESSED FROM VEGAS COURT. > \/� � ; �'�. ' THROUGH LANE I INTERSECiION DESIGN WILL BE SUBMITTED AND REVIEWED AS PART OF PHASE II OF 8. VDOT MAINTENANCE SHALL END AT THE INTERSECTION OF LOCHLYN HILL DRIVE SCALE � '� /� ` � P O N L� TYPE B I THE DEVELOPMENT TO ENSURE THAT TME INTERSECTION WILL ACCOMMODATE THE / \��'� � �' �` I ROAD SECTIONS FOR PHASE 11 AND THAT IT WILL MEET ALL DESIGN REQUIREMENTS n_ ► � � I VDOT STD. �� o &THE ALLEY. THE ALLEY SHALL BE MAINTAINED BY THE HOA 1 -t�O ° •� `'�,,, qp SET FORTH IN THE CITY'S STANDARDS AND DESIGN MANUAL. - 'J � BARRICADE W o I� N IN FEET 9. CONTRACTOR SHALL INSTALL R5-3 (NO MOTOR VEHICLES)SIGNS ON THE 20' N � /� ^`: � cp f- �� TMP 48A-39 � � � ( �'�..\ � � '�� , ' �� N I�� MEADOWCREEK DEVELOPMENT,LLC 1 inch = 40 ft. ALLEY ADJACENT TO THE CURB RETURNS. SHEET N O. a o ./ � 1. \ , l � � p � DB 773-503,509 PLAT � m ��� ' ' /,'` \ � � TRACT A i, 3 a�'i o � - `` �� 22.575 ACRES ''�. � 3 � � , , , ' � ��, k _ j Sanitary Lateral Design _ S Lot/Lateral Start Elev. Slo e Len h End Elev. D1NY ELEV FFE B - T � , � � . . . MT � �����,�� �'�� -�-- � � � � o�, 10" A WATERLINE ' CONNECT NEW 8" D.L , 1 431.23 1.00% 100.0 432.23 441.57 445.65 436.65 BM4.4ND BMT YeRVED? �� F�� , W/L TO EX. 10 W/L WTIH �� � , 2 427.32 1.00% 60.0 427.92 437.73 441.81 432.81 4.9 Yes ,� Gl � � �� (E)8"ACSA ATERLINE � � " WSA WATERLIf�E 1- " 8"T.S.�V. ' ,' �, � � , ' 3 423.65 1.00% 60.0 424.25 434.36 438.44 429.44 5.2 Yes 0 SCOTT R. COLLINS� �� � ,.` 4 421.16 1.00% 60.0 421.76 430.92 435.00 426.00 4.2 Yes U No. 35791 ,�. �`�'�,� `-�_ ' ' , �� 5 417.50 1.00% 60.0 418.10 428.04 432.12 423.12 5.0 Yes ,.o � ' �� '`�� � � � 6 416.91 1.00% 55.0 417.46 426.60 430.68 421.68 4.2 Yes �o,� ���(�� � \ � ,' �''��� � � k \ / � ' � ' , 7 433.76 3.00% 204.0 439.88 447J0 453.30 444.30 4.4 Yes �ssf ONAL E��`� � ' � ' � . ��/ � ' 8 433.76 2.50% 160.0 437.76 443.83 450.63 441.63 3.9 Yes �' j 9 430.97 2.50% 162.0 435.02 440.18 447.06 438.06 3.0 Yes ° C C70R TO LOCATE X. 0 „o� � ,� 10 427.03 1.00% 128.0 428.31 438.08 442.16 433.16 4.9 Yes I T AREA \ � EPT LIGNMENT IS ,' � IDE INF ATION TO � \ (P)8" D. . ATERLI ,� � 11 424.29 1.00% 128.0 425.57 434.55 438.63 429.63 4.1 Yes , � � . NGINEER � " ' ` � h�' ' � � 12 421.40 1.00% 128.0 422.68 431.00 435.08 425.08 3.4 Yes � ' � �� � � 'ACSR ATE INE SEMEN � o , „' C TRACTOR T �OC TE EX. " ;.:: . � 13 418.03 1.00% 128.0 419.31 428.02 432.10 423.10 3.8 Yes � `�� �f PTH Ah1D AL ME IN T S A� f' � � h �\ s�. ���, / � 14 416.97 1.00% 132.0 418.29 426.44 430.52 421.52 3.2 Yes \ `�� � � ': .• �J / AND P IDE I OR TION TO `�.. � � 15 416.65 1.00% SS.O 417.20 424.00 428.32 419.32 2.1 Yes � � ' \�� G' NGINEER � �P� ;BO° BEND ` , ?� .\:: / (E) 18" SA W E IN �i J,� 16 415.59 1.00% 62.0 416.21 424.00 428.32 419.32 3.1 Yes � � I � � � v 17 414.22 1.00% 64.0 414.86 424.00 428.32 419.32 4.5 Yes � \ \ � ,� • , � / � .�\ � , \ `�� �� ,� (P)5/8"TYPE K COPPER ��; � \� � B. / J� \ 18 412.56 1.00% 66.0 413.22 423.00 427.32 418.32 5.1 Yes ' � � ��\� - WATER LATERAL(TYP.) C�, �� � '� � / ' 19 412.21 1.00% 66.0 412.87 419.60 423.92 414.92 2.1 Yes Z , ' ' . ,\ ..�\ .�,\. .,:�: / I � ;. / (E) 10" f�SA W/�TERLINE � � o O � ' �,\ \ �.. � \ I \ � r �. 20 410.60 1.00/ 70.0 411.30 418.00 422.32 413.32 2.0 Yes � � � • �.. � �� \ � � / \ 21 411.90 1.00% 137.0 413.27 425.61 429.69 420.69 7.4 Yes v % � , \ Gj i-� / , i . '�' �,1 \ \ ,B+ „ . o cn , 4i / P SAN. LA�E 6,C.O. . . %' , \ � l O . �I.� � ::::...:: C NT + OR TO LOCATE X. W/L 22 411.38 1.00/ 159.0 412.97 420.38 424.22 415.22 2.3 Yes Q \ � . , �EPT ND A ENT THIS AR 23 409.06 1.00% 145.0 410.51 418.56 422.40 413.40 2.9 Yes , � �„ I � Z ����� �•� �'�..� , �.` � , 3.: \ � \ ::::: . $�ND P OVID F ION TO a o � � � / 24 408.65 1.00% 130.0 409.95 417.54 421.38 412.38 2.4 Yes ,.� ,, , �:: \ •..:J �ENGI E \'�� � � ���, � �/ '. �reM/t \ / � 25 406.31 1.00% 95.0 407.26 415.91 419.75 410.75 3.5 Yes � �� � � � \ � �� l IRON ROD �. , ��' k �'�� 26 405.30 1.00% 53.0 405.83 413.95 417.79 408.79 Y oLL'c � . � , \ ' . � q... � . . . . . _ / E[.=45239' � � / `� � 3.0 es `� \ � , \ O.•.. / . \ -. -��. . . . --�.'�� '��� \ .\ � Err. / y.. -r �'�, ` � ' � �.. : � . . NOTES: � , �`,\ `,� � , � � ` ,,' = I. !; ---� ` �\ .. RT � ' 1. PROPOSED SANITARY SEWER AND WATERLINE EASEMENTS SHALL BE , � � flj,•. I � -��' � \ :, �. !e,�. . � .. � :� ' MH6 = ::" . . . \ � DEDICATED TO ACSA. \���l/ ' ' \ {j... �'" \ � o. ° + � p 2. PRESSURES GREATER THAN 80 PSI MAY BE EXPERIENCED AT METER LOCATIONS. � , � � � , / ! �� � :.-- ,\ . �' \ � � -,� (E} 10 ACSA WATERLINE , �,� ., , , L _ .� I POCKE� , - } � k � � `, , . � � x ., . __.-- • � �k P A R K � � • I 1 HYDRANT �B� � (E) 18" R SA WATE INE / \ Q � ���� � X � ,,� �.\ ., �.� k � / . U ` � ASSEMBL � i �� � , � / � ��'... � �� . � ' � � 1 1-8"x6"fEE \ ' � x � \ � `, , / _---- ��' 1 1-6"G.V. \ `_ � / , � �. ..� � , f. -- _ - , 1 , ` 1 � ' � ( \ I \/ \ ,.---- ��_ � _' � /� ' , � '� ; , r ,� � � ` � t/� �.\ , .. `,\ /' , I -r _ � , 1 ' . � ,1 � � . �. ` �-- . �` '�..,, ' , '` ` ' , �� .� ..-- ' (P) 8"IYPE K COPP R ; � t � � �, ��, � Z � � � . � � � ---� ` WA� R LATERAL(�. r ,,_ :-- ,_ - � � . ao � �'� �' � ,- -� f - 1 , � -�'�� !� � � \ , .� �, r' �. � �� � �" I� _�-�- `r�� i ', � O \ � �� � � , �� �, ` (P).$-S[3R"35 PVC ' , : \ �■■� r , ^ / �' , � . . '� ,r .�,;' , � 1 t SANITARY SEWER ; ,, \ � � , ` , � ' ' �� \ H � / :-- -- ` ,� t c � � 2 , ; , , � , ' / ' . � \�, ; �_ �- � � _� �- �.� i � S .� � �, � . .f r � �/ _-- � 1 C'. � � J i i � \ J ���.� \ � � / � L �' � � _� -�(P}4"SDR 35 PVC� � � ., ' � � �-- i r-�'__ ,o,� � ��� _ , � /; <� �-�"� 1-' SAN. LATERAL (TYP.) ti � � 1 L �.. --- `'- _ _- j, ' � .-r=_;� � ` ,-w,"'�,`-� W � �. ._. , _.. _ : - � � ,:� , ��y - _ ' � 0 � `' _,_---- , r-- �--,� � S� �, ` � ; , ,, ` �� I' _� � ,. . . . . . . . . . . � . .[",. •� .. � �-�'- , i 'i !-� � U � / . , ,, � -'PROPOSED V.aR. tlVfL�TH . � -� Q n, S\ �� � ,' �" � ' 1 .; I� . A�&A.�ITARY SEWER E�MT. 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' , , � � ,NOTES: T O ` ' # �� '`�0 ' , , . ' ; EXIS G �E�yqY r � � j' �` ' , � / / � j / �/ ;� ; !l \ � � , ; 1. STREETS LESS THAN 36 FEET WIDE SHALL HAVE ONE SIDE MARKED NO PARKING. �� FG / , - - �� � � -� CU ERT��T'-_`�/ � ' � % � '� � r% \ j � � � , ' , \� \\ I � 2. PEN PARK LANE/LOCHLYN HILL DRIVE SHALL TRANSITION FROM 24' E/P-E/P WITH p� �� � � � �` � �+ T NSITION EX$ING f ROPOS D 2 G L SHOU / % � � � % � ' � / � � � / � / / � / ;� � _--- --- --� � ` \ j � 5'SIDEWALK ADJACENT TO THE CG-6 AT STA 14+g4.01 TO 28' E/P-E/P WITH A 6' � TO BE IN ALL D W TH RO WAY RADE , � � / , � `, t PLANTING STRIP ADJACENT TO THE CG-6 AT STA 17+30.23. �SCOTT . COLLINS Z / � � , � IVEWAY INTO � � � � l / � �,� � � / � �` � � � � � 3. CONTRACTOR SHALL CONFIRM TIE-IN ELEVATIONS WITH ENGINEER PRIOR TO � '-' � f �'�, i � PAVEMENT � ' -J � ', � � � � � , ' � ` �• U No. 35791 ,7� � _, �8' �; . � ``,_ � % ��I EX N OF PAVEMENT , � �t � / ' � � / I � ` / � �� � _� ---- - -� � � \ > > `,, STAKEOUT. � -� i ` � �-�'" � �7x ; O Y/UPG E � 1 ' � � i ` i / � , � � , `; ; \ 4. ALL ROAD GRADING AND UPGRADES MUST REMAIN WITHIN THE EXISTING "0� ��t¢�14 w4 � / � .` �0. . . , o � \_ EX. DITCH / � � ' � i % � �,� / ' / � / , � � '� ` � ` RIGHT-OF-WAY ALONG PEN PARK LANE. CONTRACTOR TO FIELD VERIFY THE �'`'� ti� � / fVIAFNZA SLOPE, i i � / '� � �. `� \ ' ; �\ \� GRADING WITHIN THE ROW AND NOTIFY ENGINEER OF ANY CONFLICTS. SSIONAL E�� NZ � , � / --' � / / � / / / / / / ` �� _ � ,- �j DEPTH,V�FIR ' ` � / � `� - 1 ; • \ � � 5. 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G A H�'1C� SC A � a \ � 1 ' � ;"� \ ` � P OPOSE �O'WIDE \ �� ENTRANJCE.CON CTOR SHAL�-T SITION � / ��. / / f / / / � � ! � 1� � N > CRIT AL�L G VEL R AD TO � CONCR�TE,E�IGTRANCE FLOW-C1NE FROM CB�G / ___--- -'` � / � � / ao 0 / 2o ao � ao �sa SCALE ° � � o , l. '� $ �- 5° \ � :. � AN IN�V �TED C&G TO FOR THE � / � � , � / / / 1 / n r c � ` ` � � , , � � � / S M FACIL TY �TALL�ATION OF AN�► CESSIBLE ROUT� / � / / / , / � �\ � I =4O o c 1 , � \\ \� � � � � .�:, � / ACROS�THE ALLE-'S'ENTRANCE&THFt / / � � /� / / � � / / � / \ � � ` , , \ / CONTINIUEDJjHkOUGH ROAD SLOR�: � _._.. -- �/ / !� � AD��I , ;, \ .�� � ' , �- "- �- / / � �-._ � / ''� / � � / ` / / / / / ( IN FEE�' ) ..� \ SHEET NO. a o � � I � � �` � �i � � , �. ' . � / � / � / �, / / / / / � ' / / 1�nc� = 40 ft/ \ � � v � � / \ � � � � 1 � \ 1 ,� / / �'� /� "'� / / / � ' i'� / � \ � FL- 3 I I ,_ " � GENERAL CONSTRUCTION NOTES FOR STREETS - ` , �, , � , 1. CONSTRUCTION /NSPECTION OF ALL PROPOSED ROADS WITH/N THE DEI�ELOPMENT WILL �Vq�� . `:' � � ,� ��.� � i ,��,LT 0�''� TYPICAL ROAD SECTIONS coMMUN�T� DEV/ELOPMENTT 96-5832 A48T OHOURS N ADVANCEEOF THE 1 STARTOOF R�/�Ty � � � \ �f ' f O� �� � � G� i � N TS � � coNsrRucr�oN. , 1 , � - � .� �SCOTT R. COLLINS� R�'�' � R� 2. UPON COMPLET/ON OF F/NE GRAD/NG AND PREPARA T10N OF THE ROADBED SUBGRADE, ' N � � ' " O � POINT OF cc-s � THE CONTRACTOR SHALL HA►/E CBR TESTS PERFORMED ON THE SUBGRADE SDIL. THREE �� � qR �� % l t U No. 35791 ,a. GRAI/EL SHOULDER M/LL & OVERLAY FIN/SHED GRADE cuRe & currER 4�c��� ; �.�V1`--- /31 COP/ES OF THE TEST RESULTS SHALL BE SUBM/TTED TO THE COUNTY. /F A �� �'� � / � J �'S' := . '.. � /� j� �O I �' 1.5 SURFACE COAT MpX � l / Q '� i / / \ '�' �(u I � '�' ExrsnNc 2X lt� 8E APPU£D 2� 2� 2� ExrsT c�ouxd SUBGRADE SOIL CBR OF 10 OR GREATER /S NOT OBTA/NABLE, A REV/SED PAVEMENT o0�� Q _ � �I °��,ss ��1�' ROADSIDE ,�� DESIGN SHALL BE MADE BY THE DES/GN ENG/NEER AND SUBM/TTED W/TH THE TEST � ` � ,Q IONAL E o�� RESUL TS FOR APPROVAL. Q�- � 3. SURFACE DRA/NAGE AND PIPE D/SCHARGE MUST BE RETA/NED WITHIN THE PUBLIC �� � L �---- i 4• r 4' wor��� ,�- � F EX. 8A51E Ex. sueeASE ;,�,,,� sravE ease � R/GHT-OF-WAY OR W/TH/N EASEMENTS PR/OR TO ACCEPTANCE BY THE COUNTY. ALL � r`�� . (i�� EXlST. GROUND DRA/NAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A j C, ��' , RFp VAR. 2' 12' 1z' � 5' 3• NA TURAL WA TERCOURSE. � � -- -�n � R�y��Ty . ' ��qR N'°qR (TNAVEL LANE) (TRAVEL LANE) 4. GUARDRAIL LOCA T/ONS ARE APPROX/MA TE. EXACT LENGTH, LOCA TION AND APPROPR/A TE t� �, � Wip k 2s� E/P-F/c ' END TREATMEIVTS W/LL BE FIELD I/ERIFIED AT THE TIME OF CONSTRUC710N. ADDITIONAL ` ` �; � Th'R�FFqS ,. >, R� � GUARDRAIL MA Y BE REQU/RED A T LOCA TIONS NOT SHOWN WHEN, lN THE OPINION OF � � ,� ` �_ � `;, ' A ;;; \�� l THE CDUNTY ENGINEER, OR DESlGNEE, lT lS DEEMED NECESSARY. WHEN GUARDRAIL lS Es �- ti � ., � REQU/RED, lT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF � �� ' � / ���� PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER W/DTHS SHALL BE ' 2 E FAMILY t �. ,, j '�� TYPICAL N�'IGHBOR,HOOI� ,STR�'�'T S�'CTION ��'X. Y�1� IYIDTH' ROA�''� (18 DE ACHED 2 � =, '� � r � INCREASED TO SEl/EN (7� FEET. ' P�'N P�1R�1Y I,�N�'�LACfa/LYN fIlLL l..4N�' ST11 10f30 - 14f7'1.88 5. WHERE URBAM CROSS SEC770NS ARE /NSTALLED, ALL RES/DENT/AL DR/1/EWAY � ATTA tTS ,_. ,'� � CS-SSAR R�'.SID�'1VTIAL �t .IUX�'D IYS�' SUgDll�ISION STR�'�"'1' ��',SICN SP�'�'1).• ,�5 �YP1Y < �� ' l x % EN7RANCES S,HALL CONFORM TO VDOT CG-9(A B OR C). � m � � � I � :, � o 6. WHERE RURAL CROSS SECTIDNS ARE /NSTALLED ALL RES/DENTIAL DR/VEWA Y ENTRANCES � m � w � � �� j �"� ` / `� � ( I I SHALL CONFOIRM TO t/DOT STANDARD PE-1. � : � X "' < `� ` J� / � � R^,y C/Z � /��yy � C� � '. � r � , , � � , 7. COMPL/ANCE VMTH THE M/N/MUM PAVEMENT W/DTH, SHOULDER W/DTH AND DITCH � � � k '� ;l� ; � /� �. / i � cc-s cc-s � SECTIDNS, AS SHOWN ON THE TYP/CAL PA 1/EMENT SECTION DETA/L, SHALL BE STRICTL Y `' � `q � , � _- �� CURB & GUTTER FN/SHED GRADE CURB & GUTTER 4" COINCRETE� _��',�- _{ � t� - �� ��' � - £xisnnre sroEwAu� ADHERED TD. � Z f �'�� PCANnNc �.5� SURFACE COAT � Z.� MAX � 8. ROAD PLAN APPROVAL FOR SUBDI�/S/ONS /S SUBJECT TO FINAL SUBDI�/SION PLAT _ �� ��� �` � qX TO 8E APPL/ED , EXlST. GROUN �... EX/ST. AROUND 1 AREA 2,Y 2� 2� 3� VAL/DA TlON. S�-IOULD THE F/NAL PLA T FOR TH/S PROJECT EXPIRE PRlOR TD S/GN/NG AND -<< y' �'��_.��%' , � - ; � s 3• :, . ;: :: . ; :' RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. I � ._ . �,�cv �, � � �- � � . { � .. w a" UD-4 UNDERDRA/N" , �-. 9. ALL S/GNS OR' OTHER REGULA TORY DE►/ICES SHALL CONFORM W/TH THE VJRG/N/A \ 'y�� ��o�y �1 �`� ` � / ; l �pr a� uo-a 4• r 4 wor z�� � �, � r,� � � _- � �A UNDERORA/N'" eASE sueeASE z srav£ eASE' � MANUAL FOR UN/FORM TRAFF/C CONTROL DEI/ICES AND THE ALBEMARLE CDUNTY ROAD . I � �, � � , . � _�--- t � EX/ST. p?OUND AR � � 5, £x�sr. cRounro NAMING AND IPROPERTY NUMBERING ORD/NANCE AND MANUAL. `�c�,ti� h o�� �,h�` j` .� �:: � 3' 10. TRAFFIC CONTlROL OR OTHER REGULATORY SIGNS OR BARR/CADES SHALL BE INSTALLED = .-� (TRA�Z LANE) �rn,a�c2 LANE) BY THE DEVECOPER WHEN, lN THE OPIN/ON OF THE COUNTY ENG/NEER, OR DES/GNEE, � - �` ' -�---�- _ _ 2s� E/P-F/C � THEY ARE DEEMED NECESSARY /N ORDER TO PROV/DE SAFE AND CONI/EN/ENT ACCESS � =-� -. � '.�--= -�-F-- --�, _----_ -- ��`_ � �_-�-- _ ....-�`-,.� E,;;! � � f. I - VAR. ��. THE SPEED LlAblITS TO BE POSTED ON SPEED LlMIT SIGNS ARE 5 MPH BELOW THE F -� r �---. � ; � "NOTE.• UD 4 UNDERDRA/NS ARE REQUIRED WHEN THE PROJECTED ocuMEs oF DES/GN SPEED�, OR AS DETERM/NED BY 1/DOT FOR PUBL/C ROADS i ;^�� ;,4 / � y , `i �"'�"�'~' `� ;: �"'r� 541� ! � Yt { t ` ! ,i a '; TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER na,aN �000 vpo 12. VDOT STANDAfRO CD-1 OR CD-2 CROSS-DRAlNS UNDER TO BE /NSTALLED UNDER THE . ` � �� 1 � �; �:: � � � t ; I � i � �: � __ - ; ; : : � f � '� i i � � � r� � N � � ��; TYPICAL NL�'ICHBORHOOl� STR.E'.E'T S'�'CTION �YA1� A�I1�TH RO J SUBBASE MA T ER/AL A T ALL CUT AND FILL TRANS/TIONS AND GRADE SAG POINTS AS � R � ; j � I � I_�...__ --�- -_ � SHOWN ON THIE RDAD PROFILES. � �r r ' ' � : `� ' �-�``-"' r { "'� `~`� --_ ��' t P�'N PAR1Y !.�lN�'/LACf�lYN ffll.L l..4N�' ST�! >4f�'>.B8 - >4f84.O> �,�___ �� k ; � _, . �_ ,, ; __�..-_-,;�, °;, , , -___,�_�� ; ' i` j � , �---�--___ � �< ,:r� , I . 13. A VIDEO CAM�RA tNSPECTION /S REQUIRED FOR ALL STORM SEWERS AND CUL I/ERTS ; � � GS-SSA1? R�'S'I��'NTIAL e� J(IX�'D IlS�' SUB�IPISIDN ST,R�'�7' ,D�'.SICN SP�'�'�• 2 .irPf,� � �'�`� '; �- �'-� f ` � �� ; THAT ARE DEEMED INACCESS/BLE TO 4/DOT OR COUNTY /NSPECTIONS THE 1/IDEO I ��� � '� =�--- � }, "�`'"�`'� _.�._�� ( ,; �i: �} INSPEC710N SfHALL BE CONDUCTED lN ACCORDANCE W/TH I/DOT S t/IDEO CAMERA ;: � � ' ' � .:`�-""�� ''� `; ! -+;;I ; ' � l----._� , i � I '�� _ �; � � � INSPECTION PIROCEDURE AND W/TH A 1/DOT OR COUNTY /NSPECTOR PRESENT. � � { ' �{� - ="� i --�`" !t I �/L R� ���1:�� � ����� . - 4 ^ -��'�__.__ '3t k 1 � Q R� ROAD .1�OTE'S � f: �-- ��-6 POINT OF ��-6 . G ADING ";�� � ;:;'t.._-- � � , --�:�,j,` o CURB & GUTTER CURB & GUTTER 4 CONCRETE 1►�'�- '',�'-� �� �;: ;'� �---"- � � _ i.;i ,__ O � ._.,-= �\�� { �. � �i � i �'- Ex�snNc FlNlSHED GRADE S/OEWALIC X ' 1. THE LA TES7� EDITION OF THE ROAD & BRIDGE SPECIFICA TIONS THE ROAD & BR/OGE �/ � � � � _ ' �'' f � ' " � � ,' I ?'� Pc,aNnNc :ti MA � � � , 1 �' . u, ' �� _ ----_t�i �. 40 FUTUR �"� � MA'� AREA SURFACE Z� 2 ExisT cRouNd STANDARDS OF THE V/RGIN/A DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL � ! ��� ;� -� __.,;,;!- � � ��--� ;;�, PARTMEN � £XlST. GROUND 2� 2� --- �. . , 3� GOVERN TME MA TER/AL AND CONSTRUCTION METHODS OF THlS PROJECT. \ �-� � �~ _ G ' ---�' � ,Y� � �r'"��~"O G�j '� 3,� � . � � ,, ,, ---� k� �_--� �� ._ ...____--;' ; r.�,� � UNITS �■■� � • = � � � � 3 . � 2. WHERE UNSUJTABLE MATER/AL lS ENCOUNTERED /N THE ROADWAY, lT SHALL BE REM01/ED \ �� �,, : : � - =-� ��,. i � � �t �;��o �`' ` PLANANG , �. �.�� � . � � ' � i' � � . � 4n UD-4 UNDERORAlN+` . FROM THE L�'NTIRE ROAD R/GHT OF WAY W/DTH AND REPLACED WHERE NEC£SSARY WITH //�� � - ; � ��� + J�---� .� � �oT 4•� UD-4 4' T STR/P 4 VDOT 2fA i � 4 ; �,,, i : . �a , � UNDERORA/N* a,asE- sues,asE 2 srav£e,as� � SU/TABLE M�A TER/AL TO THE SA T/SFACTION OF THE ENG/NEER. '1�,� ;, � '„ � ; � �:-� a : � , ,i ,� SmwE S� EXIST. GROUND � . �: t E ' i � '� �' 1 ,% � W M EXIST. GROUND g� 8�1� VARlES 3. ALL GROWIrfI OF 7REES AND 1/EGETA TION SHALL BE CLEARED AND GRUBBED FOR THE \ � � f � � ; � � „ __ _ -- ��Y� F.. .''.� ,.., AR. 2.5 c•o D-6' S VA / �: � , i 1 / .i ` � 7RANS/TION ROAD FROM TRANSlAON ROAD FROM ENT/RE EAS�EMENT. OTHER TREES AND VEGETAT/ON WH/CH OBSTRUCT S/GHT D/STANCES ` � � % � �.. `� . � % � � �, � � `� ; . �.. � � Y c+ 12� LANE TO - 14' LnNE 12� LANE TD - 14� LANE ` \ //� , �' , �.. - y t ./', / ..�,. ��i '�-"� ( I . t � , �, ` i � A T ROAD llW TERSECT/ONS SHALL BE REMO VED. ` ` % � ; ;'� ' � l � 4��' '' , ' ' ` � � \ / ` i `- - '' a..;�" ,-i��.\\ , 1 �I -za�-s2" F/C-F/C 4. ALL VEGETiA170N AND OtiERBURDEN TO BE REM01/ED FROM SHOULDER TO SHOULDER � / � }� � J ' r ..�-�''`�, \ '+� ` � � m � � -. �����.. ,' i i � '�,/ ,:�. ' �_-�-- \ �\ � � \ z 0 � R R� PR/OR TO T,HE CONS7RUCTlON OF THE SUBGRADE. ` � � � � (S { :�,,�-, .� ,, F � ; , �,� L .�, w � 11J w *NOTE: UD-4 UNDERDRA/NS ARE REqUIRED WHEN THE PROJECTED VOL MES OF / � � '` � 41R � , �87 UT �RE SIN E \ � `t ,j� ` f �p � Q TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD DRA/NAGE � ���I.. , f � r� � . � �`�� �' ,` J � � . f ; FAN�11LY�ET CH� � �,•'`,r,�-�.. � 1. ALL P/PE CU�L I�ERTS, EXCEPT PR/VA TE ENTRANCES, SHOWN HEREON ARE TO BE RCP W/TH -- _ ! ; + � Z � w � � TYPIC,AL N�'IGHBORHOOD STR�'�'T S�'CTION �YAR. A�'l1�ThT R01l�) \ ` _ y , a�� � / ; yNITS7'(TO AL) .� .�-: o J � Z � N z A M/N/MUM �O VER OF ONE (1) FOO T. \ ---._..,� ` ' -�'' � ¢ � cn g ` w P�'N PA141Y l.�N�'/LOIG"1YLYN XII.L !.�lN�' STA 14t8�01 - 1�'f30.23 � � /`�--r___ ` ` _ i''�:�-- . '�� � � Z � a � � 2. STANDARD UNDERDRA/NS (CD-1 OR CD-2 OR UD-4 S) TO BE PROVIDED AS /NDICATED ON G S-S S A R R�',S I,D�'1 V T I A L � �f I X�'1� I l S�' S U B D I I�I S I O N S T R�'�"7' D�'S'I C N S P 1�'1�'1>.• 2 5 �f P 1 Y THE PLANS, OR WHERE FIELD CONDITIONS /ND/CATE. � � ;� !- _;�.����\ ��, \�� �,1 � � z ¢ � � w o , � r � � I �,� \� cn m o � � z a c� ,,,� 3. ALL DRlVEWi�AY ENTRANCE P/PES SHALL BE A M/N/MUM OF TWENTY (20) FEET lN LENGTH � �' �j ��� �' � i o � � z a g ¢ w �. � � ,- , � \ � �. .., z � `�w A N D H A I/E A i M I N/M U M D I A M E T E R O F F I F T E E N (1 5) I N C H E S A N D S H A L L B E P L A C E D l N � /` j i, \, z Q o � w � ' , s'-� , '�� ���`�-� ACCORDANCE W1TH THE V/RGIN/A DEPARTMENT OF TRANSPORTATION SPECIFICATIONS � � ` ; i �i �, �=` , � � o � cn � � a . . ; t .- .-, U i� _� Q F- to . �� �. � ' � :,r. UNLESS ' � �--____ �_- --- ` --. - � > � � o �n a � � �_��� 4 `� � � �� 3' � �`��� OTHERWISE IWOTED ON PLANS - �� I W a m Q � '" m � � � ' . rs��.� ,,.-.g ,. �' ,; :s ,.� .-��� •�� _ - : 3 -s-- 4. ALL DRA/NA(GE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATlSFAC770N OF THE _._--- - � ti � � o � � � ,�,.�_� ��� h �. �=� ��, { ���� � � „`.�� ; ''�� '4 ENG/NEER. URA/NAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER ' � � � � o � , .r\'� � ��; � COURSE. PA I�EMEN T � � w � � � \ ; `��'�� �� ' ' l � OFP 4" � 1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO THE PLACEMENT TRIP GENERATION � � w � '�. " l:' ?� �5 �- ` �� � ` CURB 2 R O F T H E A G G R E G A T E B A S E M A T E R/A L. l F T H E S S V V A L U E S A R E L E S S T H A N 1 0, T H E �� _ � � � � ��, ;� � � � � D E V/E L O P E R W I L L B E R E Q U I R E D T O S U B M I T F O R E N G I N E E R S A P P R O V A L T H E P R O P O S E D S C A L E. 1 1 5 0 w � ;; ��� �'�; �, '` ° � ME T H O D O F C O R R E C n ON. AL L C B R TO B E C H E C K E D, N O T IFY ENG/NEER SO ANY ADJUSTMENTS � '� �» canr aE MaoE TRIP GENERATION CALCULATIONS NOT� PROPOSED LANOSCAPING TO ! �".�' - ( UT1L F,�E OUTER 3' OF PLANT/NG STRIP I ; � 8 ' 2. S U B G R A D E M U S T B E A P P R O V E D B Y T H E E N G I N E E R F O R G R A D E, T E M P L A T E A N D R�y PER�y.� CLEAR ZONE REQUIREMENT �/� � R/►ti' �,3� � ' � d !d �� •� .. 'e�' ' �p COMPAC770N BEFORE BASE /S PLACED. TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(8TH EDITION) � 3. TEST REPORTS ON SELECT MATER/ALS MUST BE SUBM/TTED SHOW/NG THE MATER/AL 20 SINGLE FAMILY(18 DETACHED 2 ATTACHED)UNITS-CODE 210 �'4'. CG-6 POINT OF CG-6 � w e a.. a . m ... e a e a . d � �y� 4• co�vcyzE�' ;; 3• CURB & GUTTER CURB & GUTTER s• I l 4��w��� `�= a� 4 Q e a ' �a MEETS REQU/RED GRADA710N FOR TYPE l, ll, OR Nl PRIOR TO PLAC/NG AGGREGATE BASE. ADT: 191 VPD (95.5 ENTER/95.5 EXIT) F1NlSNED GRADE -�- < ?.� s��W A� !r L E A R Z O N E C L E A R Z O N E �, M p X •- ,,a A M P E A K: 15 VPH 4 ENTER/11 EXIT � Mqx �j�---� SURFACE I��I ;)� 2:� 4. T H E R E Q W R E M E N T S T O P U G M I L L A G G R E G A T E B A S E W I L L B E W A/V E D /N T H E E V E N T T H A T ( ) Zx 2x 2� �;� ' Ex�sr. atoury 4,� THE SURFACE COURSE /S BEG/NN/NG A T THE COMPLETION OF THE /NSTALLA T/ON OF THE PM PEAK: 20 VPH (13 ENTER/7 EXIT) EXIST. GROUND '�' � 3 ch M M � � cn 3:t • M/N AGGREGATE BASE. IN THE El/ENT THAT THE SURFACE COURSE lS APPLIED PR/OR TO 60 W r' --' �' � � �-' � .. •::3:. � � � � r, � � � s' PcavnNc ' ' ` s' Pc,�rvnNc � DAYS, THE PUGMILL REQU/REMENT W/LL APPLY. TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(8TH EDITION) a N � N �"� .-� � � • STR/P ' }• 4" UD-4 UNDERDRAIN* i � � � 5 TOWNHOUSE UNITS-CODE 230 � � O�i O�i � '� � '� �j 4 vDor��A , a� uo-4 4- r S��P 4 wor z�,a � 1 6 2 5. THE USE OF AN AGGREGATE SPREADER IS REQU/RED WHEN PLAC/NG AGGREGATE BASE. ,.., ,.., � s7'oNE BASE n� UNDERDRAIN* &ASE SUBBASE STONE BASF DOT 21A STONE BASE ADT: 29 VPD 14.5 ENTER/14.5 EXIT EXIST. GROUNO � S'� EXlST. GROUND STANDARD CG-6 UNDER CURB & CHECKED 6. BASE MUST BE APPROI�ED BY ENG/NEER FOR DEPTH, TEMPLATE, AND COMPACTION ( ) 5 s z.� � s s BEFORE SURFACE TREA TMENT lS APPLIED. AM PEAK: 2 VPH (1 ENTER/2 EXIT) �'� 14' 14" �� CURB & GU�TTER BY VDOT PRIOR TO PAVING 7. BlTUM/NOUS SURFACE TO BE APPL/ED /N ACCORDANCE WITH CURRENT 1/lRG/N/A PM PEAK: 3 VPH (2 ENTER/1 EXIT) (7RAVEL LANE� (TRAVEL LANE) NO SCALE AND/OR BACKFILI.ING. DEPARTMENT OF TRANSPORTA710N SPECIFICAT/ONS 32' F/C-F/C -� 57� 8. ENCROACHMENT POSTS, WALLS, S/GNS, OR S/MILAR ORNAMENTAL STRUCTURES THAT DO TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(8TH EDITION) *NOrE: UD-4 UNDERORAfNS ARE REOUIRED WHEN THE PROJECTED VOLUMES OF R/K' NOT ENHANCE A ROADWAY'S CAPACITY OR 1RAFFlC SAFETY, SHALL NOT BE PERMITTED 87 FUTURE SiNGLE FAMILY DETACHED UNITS-CODE 210 TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER TNAN 1000 VPD WliN/N THE R/GHT OF WAY. ONLY THOSE STRUCTURES SPEC/F/CALLY AUTHOR/ZED BY ADT: 833 VPD (416.5 ENTER/416.5 EXITj TYPIC�IL N.L�'IGHBO.Rf�001� STRL�'�'T S�'CTION �5�'� R�J 1 � "" SM-9.5A PERM/T /SSUED BY I/IRG/N/A DEPARTMENT OF TRANSPORTAT/ON MAY BE LOCATED IMTHIN AM PEAK: 65 VPH (16 ENTER/49 EXIT) LOIG'1Y'LYN f�ILL lu4N�' SURFACE COURSE THE STREETS R/GHT OF WAY. PM PEAK: 88 VPH (55 ENTER/33 EXIT) � GS-SSAR R�'.Sl��'NTJAL e� �IlIX�'� I1S�' SUgl)IYISION STR�'�"1' D�3SIGN SP�'d�'�• 25 PX ~ *1�'XISTItY� P�'N P.�R1Y l.�tNdc'��lACfflYN flllL DRlN�' T1Q.4NS'ITIONS' t�'RO.� 24' 1F'�R�'�P TO .28' �'/R�'�?�'P STR�'�'7' S�L^'?'ION � 3"-4" BM-25 TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(8TH EDITION) M INTERMEDIATE COURSE 44 FUTURE TOWNHOUSE UNITS-CODE 230 M 5"-7" COMPACTED AGGREGA�TE ALBEMARLE COUNT Y ADT: 256 VPD (128 ENTER/ 128 EXIT� N z � �,. BASE COURSE, VDOT #21 A AM PEAK: 19 VPH (3 ENTER/ 16 EXIT) � � �,.;, � '��; , OR #21 B DEPENDING ON � � � PM PEAK: 23 VPH (15 ENTER/8 EXIT) '�' ,, ��' ULTIMATE TRAFF1C LIMITS � �� M �, AND UNDERDRAINS � 1. PRIOR TO ANY CONSTRUCTION WITH/N ANY EX/STING PUBLIC R/GHT-OF-WAY, INCLUD/NG TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(8TH EDITION) � �"' �' 0 ��' `> � 9 ����:' � CONNECTION TO ANY EX/ST1NG ROAD, A PERMI T SHALL BE OBTA/NED FROM THE V/RGIN/A 40 FUTURE APARTMENT UNITS-CODE 220 � n. COMPACTED DEPARTMENT OF 7RANSPORTATION VDOT THIS PLAN AS DRAWN MAY NOT ACCURATELY a , -� � -� SUBGRADE � �• ADT: 266 VPD (138 ENTER/ 138 EXIT) � T .�� . ` �' REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE AM pEqK; 20 VPH (4 ENTER/ 16 EXIT) N � � N � I V � A S P H A L T P A,VI N G - R 0 A D S REQWREMENTS OF THE PERMIT SHALL GOVERN. PM PEAK: 25 VPH (16 ENTER/9 EXIT) W � J � 2. ALL MA TER/ALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICA TIONS ° �Y , ' NO SCALE AND STANDARDS OF 1/DOT UNLESS OTHERWISE NOTED. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED N � � �,r„Q�, � a� a�,� ;s� �� 3. EROS/ON AND SlLTA170N CONTROL MEASURES SHALL BE PROI/IDED lN ACCORDANCE WITH FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: � �'� THE APPROUED EROS/ON CONTROL PLAN AND SHALL BE /NSTALLED PRIOR TO ANY Q � � ';� i (5' M/N.) CLEARING, GRAD/NG OR OTHER CONS7RUCTION. i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. � o . ; ? 4. ALL SLOPES AND D/STURBED AREAS ARE TO BE FERTIUZED, SEEDED, AND MULCHED. � � NOTE: PROPOSED LANDSCAP/NG TO � � unu OUTER 3' OF PLANANG STRIP I I 4" CLASS A3 CONCRETE 5. THE MAX/MUM ALLOWABLE SLOPE /S 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY w J - � PER�LEAR ZONE REQUIREMENT �/L � R i i. I N S T A L L A T I O N O F A N Y E N C L O S E D U T I L I T Y P L A C E M E N T S W I T H I N T H E R I G H T-O F-W A Y B E F O R E J H L W i /N' (3000 PS/ OR STRONGER OBTA/NABLE, LESSER SLOPES OF 3.•1 OR BETTER ARE TO BE ACHIEI/ED. BEING COVERED. Z J � �' z cc-s POINT OF cc-s j � yr AT 28 DA YS 6. PA VED, R/P-RAP OR STAB/L/ZA TION MA T L/NED D/TCH MA Y BE REQU/RED WHEN /N THE Q -� � � CURB & GUTTER FINISHED GRADE cuRe & currER s� l� 4 p���� ._-`�'-- .'- . . . . � � i OP/NlON OF THE COUNTY ENG/NEER, OR DES/GNEE, lT lS DEEMED NECESSARY /N ORDER TO � � � ° w � CLEAR ZONE ; X • - :. •.. '•,• , ., ; . •• iil. CONSTRUCTION OF THE CUTS AND FILLS INCLUDING FIELD DENSITY TESTS BEFORE � O � ?'�.�q,+, S U R F A C E � � MA fXlST. GROUN t �` �� � � "� � � ' S T A B l L I Z E A D R A I N A G E C H A N N E L. PLACEMENT OF ROADBED BASE MATERIALS � � W � � £x�s�GROUND Z� 2� 2z �� � 2� � � 7. ALL TRAFFIC CONTROL S/GNS SHALL CONFORM WITH THE I/lRG/N/A MANUAL FOR UNIFORM W � a Z `�� '' '� " TRAFFIC CON7ROL DEl/ICES. � � •`- o 3�1 ''}� `� s' P c a v n N� _. � 4" 2J-A STONE BASE 8. U N L E S S O T H E R W I S E N O T E D, A L L C O N C R E T E P/P E S H A L L B E R E/N F O R C E D C O N C R E T E �v. A FINAL PAVEMENT DESIGN,BASED ON ACTUAL SOIL CHARACTERISTI�S AND CERTIFIED TESTS, � � o � • �T 4' U D-4 4" UD-4 UNDERDRAlN• 4, T S rn�p 4" v p o T 2�,4 C C)N C R E T E S I D E W A L K P�P E-C L A S S l l l. SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. O � O Z S �, o � $� UNDERORA/N* eAse' suseASE' S� STONf BASE � 9. A L L E X C A V A 7 7 0 N F O R U N D E R G R O U N D P/P E /N S T A L L A T I O N M U S T C O M P L Y W/T H O S H A J � � g�g £X/S T. G R O U N D NO SCALE v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE ,�( U� 3 N EX/ST. GROtJNO AR. 2.5 z� s 5 STANDARDS FOR THE �ONSTRUCTIOIY INDUSTRY (29 CFR PART 1926). APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, Q w W •` ° 12.5� 12.5' ` �'° NOTE.• S/DEWALK ANID CURB AND GUTTER SHALL MA TCH THE CI TY OF (TRAVEL LANE) (TRAVEL LANE) � CHARLOTTESVILLE REQUJRED "CITY M/X" COLORING !N TH/S PHASE OF FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE _ � �•- � � 2s' F/C-F/C j DEVFLOPMENT. AS SOON AS POSSIBLE. O � � VAR. ~� o � *NOTE: UD-4 UNDERORA/NS ARE REQUIRED wHEN THE PROJECTED VOLUMES OF R�`" : Pavement Design vi. CONSTRU�TION OF PAVEMENT, INCLUDING DEPTH AND DENSITY,UPON COMPLETION AS PART W � W Z � N TRAFFIC ON THE PROPOSED ROADWAYS ARE GREATER THAN 1000 VPD �`� 1 � O F T H E F I N A L I N S P E C T I O N. Y [n ` � a _ , �r i x TYPIC�IL N�'ICHBORhT001� STR�'�'T SL�''CTION �45' R�YJ Location ADT ]�c� Des i�� C�R ssv :� ` s���� � a s�se � 8 5nb-�se � $ �. Q V -�� � vii. T H E C O N T R A C T O R I S R E S P O N S I B L E F O R C O N T A C T I N G V D O T A M I N I M U M O F O N E W E E K P R I O R �,J,� P�'N PAR1Y I.�1N�' ��'.�S'T O�' LAG'1YLYN 1YILL .I..4N�'� AllT TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. �- _ ~ o� GS-SSAR R,�',SIl��NTlAl et �fIX�'D llS�' SUgl�lYlSlON STR��"7' !�i'.SIGN SP�'�'1J.• 25 .�YPX = a � � � P e n P a r k L a n e I 5 8 1 0 1 5 8 I fi.2 6.2 I�'7 f� : S M�.5 1.5 2.3 5 B M 2 5 4 2.I 5 Z 1 B 7 Q.6 1 6 �$. . . viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL � t Pen Par k L ane{E as t) 9 2 4 U 9 2 4 5.2 6.2 �3.8�" S M-9.5 1.5 2.2 5 B M-2 5 3 2.1 5 2 1 B 7 0.6 ��4�' TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING � � � �3 � ELIGIBLE FOR STATE MAINTENANCE. � -J � Z �' L o c 1 il y n H i 1 1 L a n e 1 2 3� 0 1 2 3 9 b.2 6.2 1 4� S M 9.5 1.5 2.2 5 B M 2 5 4 2.1 5 �1 B 5 O.b 1��$ W � � � Y . . � L�c l il}m�ill D tive 1134 0 1134 fi:2 6 2 ��.:�� �. �M 9.S I.S 2.25 B11�25 4 2.15 �lB S �.6 ����' , W = ZN _.:::. (� C � � � o NOTE: ENGINE:ER RESERVES THE RIGHT TO UPDATE THE PAVEMENT DESIGN BASED ON FIELD TESTED CBR RESULTS. � � z w � . . � J N ` Z �- J N �ll �a � ` J 0 b � � 0 U a •h TOP 4n W ( , �� OF � � � -�_ � ,t � CURB R=2 � � O �, � a � i ��/� • : � � a�a NO PROPOSED LANDSCAP/NG TO I I � ;,_a' :�• " � � I UnL E OUT�R 3' OF PLANT/NG S7R/P � ' I I I CONCRETE . .., E � �+^y PE ' CLEAR ZONE REQU/REMENT CIL � I R�W R�W C� R/W TO BE A3 a�/ • � ., Q � c � cc-s CG-6 POlNT OF cc-2 „ „ IF CAST IN a "..��. ': p X •-° ��y 4" CavcwE� II cuRe & currER POINT OF , 4» Con►qtE� � cuRe 6 -8 COMPACTED AGGREGATE , URFAC � � �_ � 3� f7N/SNED GRADE CURB & GUTTER 3' __,.,_ FlN/SHEO GRADE PLACE, 18'��", � .•� �� N � � SIDEWALK LEAR 20/YE CLEAR ZONE � ��wA� BASE COURSE, VDOT #21 A / ?�'�/�X �� SlIRFACE �2;1 M� SURFACE 4,OOO P S I >/: . . �- ; BASE � �' �� E X I S T. C R O U N 2,t / / / �� c EXIST. AROUND 2�' � 2X u ' u . �, o 3.� 3� / � PRECA . , <- , � � ° . .. .. , •...,.:• , . �, �. s' �wnrvc -::�>: .: s' Pc�wnN a , •; 0��04,o �q � � � -�-- OMPACTED . . CSU BASE 4' VDOT 11A STRIP 4" UD-4 UNDERDRAlN* S�/p 4" VDOT 21A 4� � ao�n o„oo V � �i � •"= eA� UBGRADE o o'o� � � � � STONE BAS£ . �T UNDERDR /N� BASE SUBBAS£ 4• T , STONE BAS� � SUBBASE STaNE " ti/• �o O° o o O � W c�i •� o ��� VDOT 21 A a � � � EXlST. (�ROUND 5 6 � � 6 5 ,o EX,ST GROUND 5- � 4� � S WM A C C E S S R 0 A D WA Y 4 /n � � _ ,.o �z.s' �zs• � ��" 10' STONE BASE �os ►vo. � � (7RAVFL LANE) (TRA12�L LANE) ? (TfPAVEZ LANE) (TRAVEL LANE) NO SCALE 29' F/C-F/C � 0.5'E/P-F/ UNDER CURB. o � 54� 30' PR/VATE ACCESS EASEMENT �' 6" 112062 �� � R�" STANDARD CG-2 S��E ° �N �NOTE.• UD-4 UNDERDRA/NS ARE REQU/RED WHEN THE PROJECTED VOLUMES OF .D � TRAFFIC ON 7NE PROPOSED ROADWAYS ARE GREATER TNAN 1000 VPD 7l'YPICI4L NL�'IGHBORHOOl� STR�'�'T S�'CTION TYPIC�IL N�'IGHBORHDOl� STR.E'�'T ,S�'CTION 54 ' R NO SCALE 1«=5p' � ._ � / n� 30' P�'1�1�'.STRIAN, �IG'Y�"l�; ANl> dc'��14G'�'NCY �1GL^1�'.SS �'AS�'.ir�'1VT c� 30' 111L�'Y 1�'AS�'��'1VT � �; LACJYLYN tYlLL DRlir�; ��lTIlR�' RO�lD C sHeEr No. a o GS'-SSAR R�'�S'l��'1VTIAL at J(IX�',D IlS�' SllB�ll�ISJON STR�d'�"?' D�'.SIGN SP�'�'�• ,25 .YP1Y � � . � 6 � t IL- 3 I I i� G E N E R A L i�0 T E S: ' A PERAMSSI�.E �����8� ���. t. DETECTABIE WARNING T4 9E PRE-fORMED PlAS11C � �5 DOWELS, S"rlaNG � jCOMSIRUCT1oN 5 MIN. I.�•_5' M1N.--� '�� _ n ��TH ��fj. AT 72 C-C I�.t-5� �kIN.-•-I .K?INi �� {} INSERT WRH SUP RESISTANT SURFACE COYERING 12.� gq�K p� SFIAPE �Q MATCH fACE � � f THE FULL WIDTIi OF TNE RAMP fL00R BY 2 �QOT 12:1 MAX.- -� ,�� Of ROADYYAY CURB 1 � � �� IN LEMGTN IN THE DIRECTlQN 4F TRAVEL 5' AifN. ��� z 24:t � 48:1 MAX 12;1 h1Ax 12:1 MAX � TYPe � � � h ��� 5� �' �t AS DIRECTED OTHERWISE �SCOTT R. COLLINS'Z 2. TNE OETECTABLE MfARNING SFI+1Ll BE PROVIDED 6Y 112:1 MAX eQe.e•°e�o�e^e 12:1 ItkX � :1 � BY THE CIiY ENGIMEER GENERAL FIRE&DEMOLITION NOTES: TRUNCATEEt WkiES. TRUtJCATED QOMES TO BE PARAL L °°°°°°^'° �p N��Qo$ae�soe�bobo'o p C� iD� - aosos�e�eoa4e Q �y � U No. 35791 � V Q 9 9 V Y V _1 L, ��N. OeOee�a�°y� srru��o iN TOP su��cE. n�� ca�oR aF niE ,�:a�.��b"�a � `�, 1. PRIOR TO DEMOUTION AND CONSTRUCTION,A FIRE PREVENTION PLAN MEETING MUST OCCUR AND A FIRE PREVENTION PLAN MUST p�CTI►�LE WARNtNG SECTION SHALL BE YEU.Ovt. �� z :�°�3�5�.��" '��1! 2"R CITY MIX .0 ( 4� BE SUBMITTED TO AND APPROVED BYTHE FIRE MARSHAL. SECTI�AI A�A ,•��2^ 4 „p ( u �a w R�MP I --"r "t"- CU1S5 A 3500 t�OHC. 0,�, ( 1 �y4, 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL UNDERGROUND UTILITIES NOT SHOWN ON THIS PLAN SHEET AND SHALL 3. SLOPING SIDES 0� CURB RAMP hiAY � POURED 1 ;1 � (SEE TA�.E) ��� � 7T�N�p�p pQ�C. � � �'S G� DEMOUSH ALL DISCOVERED UTIUTIESAS REQUIRED. Ia0r10UTh1�:AlLY WfiM RIMiP Fl.00R OR SY IiSING y �t MAX. �. . _ I CROS5WiALK /� /,t � � SI El1 3. THE CONTRACTOR SHALL VIDEO AND INSPECT ALL SANITARY SEWER PIPES AND MANHOLES SLATED TO REMAIN TO DETERMINE PfW�1155181E CONSTRUCTION JOpJT WfM REQilIRED 5' MHN P+� DOMES PERAi1SSJBI.E � �� ��' � 6" ��pE 1' � �� �NAL ADEQUATE STRUCTURAL INTEGRITY. IF EXISTING SANITARY SEWER IS DAMAGED,THE CONTRACTOR SHALLCONTACTTHE ENGINEER. �• � 2' �iN. TANGENT PLAN C�OM.STRUCfiION TANGEN7 PLAhJ 7YPICAL PI.,bCEMENT AT t3„ � - .. I�ITERSEGT�Ot� WITH PLANTiNG STRIP � : � y + � 4. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL INTEGRITY OF EXISTING STORM SEWER STRUCTURES TO REMAIN AND REPLACE 4, IF RAMP FLOQfi IS PRE�AST, HOt.ES MU5f BE AT $ . 2" HIGHER THAN � �pR GENEWIL NOTES OIV 1HE DETECTABLE WI4RNING ;�. . . :,:...-., <, : .. . ..,.. ..,,. �IE'. FOR GENERAL NOTES ON THE €IETECfABtE WAR#�If�tG 7HE SEtE�C11C7N OF tCURe TYRE. 14N13 THE CONfIGURATiOUJ OF % � ,�, . s � = ' • ` 7^ TOPS AS NECESSARY. THIS CONDITION SHALL BE REFLECTED IN THE CONTRACTOR BID. TYP EDGE 0F PAvE�MT SURFACE, SEE SkiEET 1 OF 3. ' � PROVIDE�} FOR DOYYEL BARS SO TMAT ADJOINING � SUR�ACE. S�E Stif£'T 1 QF 3, THE UTfUTY TRfP AdAY yARY TD 1�1EEET ExISnNG FfELD 5. ALL EXISTING WATER,SANITARY,AND STORM SEWER SLATED FOR DEMOLITION SHALL BE REMOVED FROM THE BUIIDING TO THE FLAREp SIDES CAN 8E CAST iN PLACE AFfER PARALLEL dc PER�ENOICUTAR ���*� �f /S TOP OF SECTION B-B �� # � CONOfTIOh[S AND RQADWAY GEOMEiRICS PROVIDING THE / /r, /� /i /i /i /i PROPERTY LINE,OR AS NOTED OTHERWISE ON THE PLANS. PtACf�tEh(T UF PRfCAST RAMP f100R, PRE�C,A'�T CURB 2 5 �`j UfAIENSlONS AND SLUPES ARE A5 NOTEQ, COMPACTED Fll.i. OR UMDISTURBE� EARTH &. UTIUTIES THAT ARE DISCONNECTED SHALL BE PROPERLY ABANDONED AT THE MAIN LINE. FOR WATER SERVICE UNES,THE CORP STOP CONCRETE SHALL BE CI.ASS A-4. 5D7L-65� OF BASE DIAAtETER Z�.� �12:1', .� � 6" ?'-0° MUST BE TURNED OFF AT THE MAIN LINE AND THE SERVICE DISCONNECTED FROM THE MAIN. FOR SEWER LATERALS,THE LATERAL � Tpp p�q61ETE(t TYPE 8 TAP MUST BE SEALED AT THE MAIN LINE SO THAT IT IS WATER TIGHT AND THE LATERAL REMOVED FROM THE MAIN LINE. FOR 5. REQUtREO BARS ARE Tfl BE N0. 5 % 8' PLACED 1' * �--� p,g"_�,q• PARALLEL APPLICATION � � �•� �'' ' CENTER TO CENTER ALONG BOTH SiDES OP THE ��, w�arH ' �`� ` PARALLEL & PERPENDICULAR SANITARY MANHOLES TO BE ABANDONED THE TOP 2'OF THE MANHOLE STRUCTURE SHALL BE REMOVED,ALL LINES DISCONNECTED, BASE OIAMETER � � RAMP FLOOR, M�-DEPTH OF RA61P FLOOR. SIbEWALK OR 0.2` ROpDWAY GRADE MIN. ttAMP LENGTH o --�-}2� tdlN.{--� SID. CG-2 AND THE MANHOLE SHOULD BE FILLED WITH STONE AND COVERED,ALL TAPS MUST BE LOCATED AND DISCONNECTED PER AI1NildUM C4t�1CRE[EDC4VER t 1/2'. �s��K sPru� TRUNCATEQ DOME t� 4" CURB 6' CUR9 � SECTION A-A APP ICAT1flN 1.��€ �077'OM 0� TwE CURB u�D GUffER f�wY BE CON5TRUCTED PROCEDURE ABOVE. 3' 1AI . 0 4 6 � ROAbMIAY G�tADE NIN. RA1JP LENGTH FT PARALLEL '�0 THE SLOPE t?F SUB-SURFACE COUf35ES PR041DED A 7. EXISTING ROOF DRAINS SIATED TO BE DEMOLISHED SHALL BE DISCONNECTED AND REMOVED;ROOFDRAINS TO BE REROUTED AS 6. RAAIPS MAY BE W,ACEO ON RADIAL OR TANGEtr�T1AL ("-�---`r�-- D�TAIL � � � � � �� 12.1 �• (R} 4" CURB 6' CURB btiMMUM �EPTH OF 7" IS 1�wNTAM1E0. SHOWN ON THE ARCHITECfURAL PLANS. SECTIONS PR�VIDm THAT TNE CURB OPENING IS �g._�,�. o --' 8. EXISTING DOMINION OVERHEAD/UNDERGROUND ELECTRIC IINES AND OVERHEAD UTILITIES TO THE EXISTING BUILDING SHALL BE PEA(.'E� WITIIMV 1}iE UMITS OF T}iE CROSSWALK AND cs ;;;� �: �VAR. +�' _ 2 5 8 �' `} `u� 0 2 4 '•''�^ �- � �'�'' 2. C6MBINATION d1R6 dc GUTIER HAVII� A RADIUS OF 360' OR LESS DISCONNECTED AND REROUTED AS PROPOSED ON THE UTILI?Y PLAN SHEET. TF1AT Tl�E SLOPE AT THE CONNEC�ION OF THE CURB � "r 000000eoo 3 6 9 . 1 2 5 THE REQUII�EO 9. ANY EXISTING UNDERGROUND STORAGE TANKS SHALL BE DRAINED BY THE OWNER,AND THE CONTRACTOR SHALL FILL AND TANKS OPENIH6 IS PERPENDICULAR T4 THE GURB. ��a���� ���p������ A 4 SQUARE l.AhlDlt� AREA n n �E�TM p� p (ALUNG F�uCE OF GURB) SHALL. BE CONSIOERED RAD1Al. COMBR�tAT10N 0000eooaooaopav000 4 8 12 'I C��I I � Q�j�'$�� (}� �yELWAY 2 � 5 P�y� �P (,'U(� � (�`�R, Z 000D60o00000bpOo0 b » OOOOOOPOOOOOOOo000 h SHALL REMAIN. 7. lYPlCAL CONCR£fE SIDENtALK IS 4' THICK. WHEN • ��'�d� M�HERE f �- - .4 g $ ��Rpr�WPL S�- � P�� �� IS LIAiITEO TO 15 O coceoe000 cco avoc 5 16 15 3 3 6 ��C OPOOOOOQOOOOOOOQOO 1--1 10. VSFP 1404.1-SMOKING TO BE ALLOWED IN ONLY DESI6NATED SPACES WITH PROPER RECEPTACLES. TNE RAI�iP IS Pll10ED �hl 1?IE CURB RETUkN RA61U5 ��'� �F ��� o00000000000000000 6 14 15 PEEtPE$ddICUUR CROSSWALK THtS COIA�HIED {PARALIEL 9� PERREM�ICUWt) t1fS7Gti FOR 4 +1 8 �E(, 3. Rl1LE0 JOINTS SFIALL BE PUICED AT 1�' O.�C� 11. VSFP 1404.2-WASTE DISPOSAL OF COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING ATTHE END Of EACH WORKDAY. � ��� ��E 8.65" MIN. TYPICAL PLACEMEMT yy17HHy THE µpiZKEp q�TERp11QNS CA11 gE USEp yl}TH ap,1pINFN(; gUFFER SFRip, 5 5 iD REGARDLE55 OP � rr sw� eE 7' tHic�. �s �ss �a� r-�• ~`�����Mrrs��� AT IN7'ERSECTION cRoss�►c �st�. u►MaNc At ev-rro� oF ivra s�owac sioEs vnrH 6o'xso" �w�. �E s�o�. � 12. VSFP 1410.1-ACCESS TO THE BUILDING DURING DEMOLITION AND CONSTRUCTION SHALL BE MAINTAINED. �E; xHE R�UUIRED LENGIH OF A 6 7 14 4. PLWCE 1 f2` PREA{OLDED EXPANSibN Jd1NT FILLER AT 3D' MAX. O.C. 13. VSFP 1404.6-CUTTING AND WELDING. OPERATIONS INVOWING THE USE OF CUTTING AND WELDING SHALI BE DONE IN e. Wt�N CURB RA►IPS AR� uSED IN CONJUNCTION �G-12 DETECTABLE WARNING PARAt.LE1. RA1�P aS UMfiE� TO 15 FEET, WITHIN CRQSSWALK DIMENSIONS. THE SHORT PEfiPENaICI�rtR RUN TO THE STF�Ef � 1� t5 ACCORDANCE WITH CHAPTER 26,OFTHE INTERNATIONAL FIRE CODE,ADDRESSING WELDING AND HOTWORK OPERATIONS. �������H P�r�E sw�Co�us���+. CUR� RAMP DETAIL R�GARaLESs � THE SLQPE' C4t�CTEDPRO THE�SIDE�'YM�1�W�AR��E 8 15 15 � 14. VSFP 1414.1-FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED. Cmf STMtOARDS CITY STANDAItDS �ITY STANDAR05 �IiY STMtpARDS p 15. REqUIRED VEHICLE ACCE55 FOR FIREFIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOUTION SITES. VEHICLE ACCESS � �G-12 DETECTABLE WARNING � CG-12 DETECTABLE W�ARNING � CG-12 DETECTABLE 1NARN I NG �OMBINATIDN CURB � SHALLBEPROVIDEDTOWITHIN100FEETOFTEMPORARYORPERMANENTFIREDEPARTMENTCONNECTIONS. VEHICLEACCESSSHALL . CITY QF CHARLOTTESVILLE su�FacE �EN��a� NOTEs . CITY 4� CHAR�OTTESV�LIE • � Ci�Y OF eHARLOTTESViLLE � = CITY OF CHaRLOTTESViLLE w BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS,CAPABLE OF SUPPORTING VEHICLE LOADING UNDER ALL WEATHER SHEET 1 OF 3 S�RFACE TYP� � �s���T z v� a� SU RFACE TYPE C �sHE�r a o� a� & GUTTER � CONDITIONS. VEHICLE ACCESS SHALL BE MAINTAINED UNTIL PERMANENT FIRE APPARATUS ACCESS ROADS ARE AVAILABLE. REV'ISION DAT� CALE: N.T,S. S7ANOARD NUMBER: CG-12 �10N pATE SCALE: N.T.S. STANOARD NU�IBER: -12 ION DA SG4t.,E: NJ.S: STANDP� NI�IBER: -12 ii�viSWN DATE SCALE: N.T.S. STANpARD NWIBER:. -g 16. VSFP 1408.1 PROGRAM SUPERINTENDENT.THE OWNER SHALL DESIGNATE A PERSON TO BE THE FIRE PREVENTION PROGRAM SUPERINTENDENT WHO SHALL BE RESPONSIBLE FOR THE FIRE PREVENTION PROGRAM AND ENSURE THAT IT IS CARRIED OUT THROUGH COMPLETION OF THE PROJECT.THE FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL HAVE THE AUTHORITY TO ENFORCE THE PROVISIONS OF THIS CHAPTER AND OTHER PROVISIONS AS NECESSARY TO SECURE THE INTENT OF THIS CHAPTER. ��Z OF nHND� ENTRA�uCE WHERE GUARD SERVICE IS PROVIDED,THE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE GUARD SERVICE. 3' YDOT SM-9.5 PAYEIIENT StOPE 2� MIN. TO GtfT7ER PAN �NO�CATED pN PLANS 17. VSFP 1408.2 PREFIRE PLANS.THE FIRE PREVENTION PROGRAM SUPERINTENDENT SHALL DEVELOP AND MAINTAIN AN APPROVED PREFIRE PLAN IN COOPERATION WITH THE FIRE CHIEF.THE FIRE CHIEF AND THE FIRE CODE OFFICIAL SHALL BE NOTIFIED OF CHANGES PAYEMENT CUT MINtMUM A AFFECTING THE UTILIZATION OF INFORMATION CONTAINED IN SUCH PREFIRE PLANS. TOP t)F PAVING 18. A SITE SPECIFIC FIRE PREVENTION PLAN SHALL BE SUBMITTED TO THE FIRE MARSHAL'S OFFICE PRIOR TO COMMENCEMENT OF ANY I,-�--3�- e' vDOT �' 21A $�� �/4 � 1/2" PREI�OLDED DEMOLITION/CONSTRUCTION. ° a - GQMPACTED AGGREGATE 6` P� �• � � � EXPANSNON JOINT 5�-0" � FlIIFR 19. BUILDINGS BEING DEMOLISHED.WHERE A BUILDING IS BEING DEMOLISHED AND A STANDPIPE IS EXISTING WITHIN SUCH A BUILDING, I�N. R/1V VARIES. SEE NOTE 3 �-�- I � SUCH STANDPIPE SHALL BE MAINTAINED IN AN OPERABLE CONDITION SO AS TO BE AVAILABLE FOR USE BY THE FIRE DEPARTMENT. 2` WOT 5�f-9.� PAVEIAENT SLIlPE SUCH STANDPIPE SHALL BE DEMOLISHED WITH THE BUILDING BUT SHALL NOT BE DEMOLISHED MORE THAN ONE FLOOR BELOW THE 17L �IIN. TO BACK OP DfISTTNG SIDEWALK ���\������/ 5.5' MiN, (�N�7TE 2�A 5.5' MEN. W�11.K swPE: 2-R I 2a � aIST. OR FLOOR BEING DEMOLISHED. 4" 1+OQT �318 COMPACTEC� BASESTONE � � ��'��R� � 5�� 20. ALL SIGNAGE AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. CQMPACTED SUBGRADE MYITH Rpqp , .-_. � 21. IFC 505-THE BUILDING STREET NUMBER TO BE PLAINLY VISIBLE FROM THE STREET FOR EMERGENCY RESPONDERS. C A �G TT R 3'� �` ��4�F7 �����F'� � � � T''"�'�' $~ �� -+ SLQPE ----... 1 4' Fi t 4' FT �,.-._____-. �'." � 22. IFC 506.1-AN APPROVED KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE.THE � � > c� -.,..,�;_ : . ,_;c_.. � • ;'. It` CHARLOTTESVILLE FIRE DEPARTMENT CARRIES THE KNOX BOX MASTER KEY.A KNOX BOX KEY BOX CAN BE ORDERED BY t > 3�t �- m � ���p ,�p�M � w GO�NG ONLINE TO WWW.KNOXBOX.COM. THE KNOX BOX ALLOWS ENTRY TO THE BUILDING WITHOUT DAMAGING THE LOCK ��. SLOPE ��� M� �� � Q AND DOOR SYSTEM. �tf/�//�/�/�,/'/�.fj�/f\ �/\ r\ �\ �\ /\ ,r�fj��'�/_�f�i f��!t/�.��/i ` SEE SrANDARD STMIDARD'� ��Q R�� ._.r & � z O 0 23. STRUCTURES WITH FIRE PROTECTION SYSTEMS SHAII INDICATE THE LOCATION OF ANY FIRE LINE TO THE BUILDING(S)AS � � CG-6 �, WELL AS THE LOCATION OF FIRE DEPARTMENT CONNECTIONS. COIAPACF€D 511�RAUE C�2=10 DEfNL CG-6 SEE S�ANDARD 24. FIRE HYDRANTS,FIRE PUMP TEST HEADER,FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL TO B£ FlELD YERIFlED r--3` YDOT SM-4.5 PAVE►�tENT �F1NE GItADE dt � SIDEWALK DETi41L � � SIOPE 2:6 MIN. TO PAC� �F � �-� SECTI01� A-A � HALF PLA�I � VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING,PARKING OR OTHER OBJECTS.THE FIRE MARSHAL'S c�Rg OFFICE NO LONGER ALLOWS ANY TYPE OF LANDSCAPING TO BE PLACED iN FRONT OF AND WITHIN 5 FEET OF FIRE PAVEMENT CUT NENIIAUI�1 HYDRANTS,FIRE PUMP TEST HEADERS,FIRE DEPARTMENT CONNECTIONS OR FIRE SUPPRESSION SYSTEM CONTROL � � BACK Of W K � vAwes. PAVEMENT DRIVEWAY DETAkL ,e , . i. 'STANUARD RESIOENTIAi ENTFiMECES S1�ALL BE: 25. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL N� � � g• ypp7 � 2tA ��; su�GLE E�cE: io' h----�-5'-a"-�---� , ARRIVES ON THE SITE. ������ '���� �� �C� 20 W 26. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHTING 75,000 LBS. bgg„g; 1. PAVEM£N7 DESIGN MUST BE APPROVED Blr THE Cttt NOT INCLUDIN6 5� VERTICAL TRANSITIONS. M 27. OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 13 FEET 6 INCHES. 1. �AYEMEMT SHALL CONSiSf OF MATER4ILS IN ACC4RDN�ICE � THE SPECIFlCA110NS. , `���\f�f\� z. SEE tABI£ tA FOR MIrd11AUM �1�NSION A. 2. a�ININUM 24' SfPARAT1oN 6ETwEEy DRNEwAYS Eb6E Of pAVING AT �OW LINE � � 28. ALL SIGNS SHALL BE IN ACCORDANCE WITH ARTICLE IX,SECTION 34-1020 CITY CODE. l� �'� / CfTY COQE SECTKM� 34-976) � t Y ~ 2. �t5E WRN MEW DRNEWAYS OR DRNEWAY AQJUSTMENTS. � �� '3' MIN. ?4 ADJACE�l7 PI2aPER1Y � V � 29. IF THE FLOOR LEVEL OF THE HIGHEST STORY IS MORE THAN 30 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT COt��ACTED SUBGRADE W#TH 3. RIGHT dF WAY WdDI� MUST BE WiDE ENQUGH T�D INCLUDE ALL ( � Q Q� � VEHICLE ACCESS,THEN A CLASS I STANDPIPE SYSTEM MUST BE INSTALLED IN ADDITION TO THE SPRINKLER SYSTEM. STANDARD SI�EWALK WITH �URB PRO�S�D PUeUC SjREEE FEATIlRES. SEE TABLE 4. 30. BUILDINGS FOUR OR MORE STORIES IN HEIGHT SHALL BE PROVIDED WITH NOT LESS THAN ONE STANDPIPE FOR US DURING ~ CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40 ELEVAT�ON AT CURB LlNE � m w Q - FEET IN HEIGHT ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT ACCESS. SUCH STANDPIPE SHALL BE PROVIDED WITHf � �''� 0 FIRE DEPARTMENT HOSE CONNECTIONS AT ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH STANDPIPES z � � � � � SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF CONSTRUCTION Cltt STANDAROS ClTY STANDAROS CITY STANQARCIS �� 5�,q�yp� O � � = Z � � w HAVING SECURED DECKING OR FLOORING. ' • CG-6 CURB & GUTTE� �`�''b STANDARD ENTRANCE W�TH �� � a Z N g U '-' 3 1. F I R E H Y D R A N T S,F I R E P U M P T E S T H E A D E R, F I R E D E P A R T M E N T C O N N E C T I O N S O R F I R E S U P P R E S S I O N S Y S T E M C O N T R O L . C I T Y 0� C N A R L O T T E S V I L L E D R l V E W A Y D E T A I L . G I�Y O F C H A R�.�T T E S V I L L E MINIMUM PAVEMENT P,�TCN . C I T Y O F C H A R L O T T E S V I L L E � � C I T Y 0� C H A R L O T T E S V'I L L E '-' � a �' � ~ � VALVES SHALL REMAIN CLEAR AND UNOBSTRUCTED BY LANDSCAPING,PARKING OR OTHER OBJECTS.THE FIRE MARSHAL'SR O A D W A Y �E C T�t�I� M O N O L I T H I�C S I D E W A L K A N D C U R B U � Z Q °C N w 0 OFFICE NO LONGER ALLOWS ANY TYPE OF LANDSCAPING TO BE PLACED IN FRONT OF AND WITHIN 5 FEET OF FIRE REViS10N DATE " - N.t.S. STAND�IRD NUMBER: ' REVISIdN DATE SCALE: N.T.S. SfAN�ARD NUM�IBER: PP-1 REM�1 DATE SG4LE• N.T,S, STMIUARD NU#iBER• R5-1 c11 ao � � Z a U HYDRANTS,FIRE PUMP TEST HEADERS,FIRE DEPARTMENT CONIVECTIONS OR FIRE SUPPRESSfOtV SYSTEM CONTROL REY�01�1 OJITE SCAI.E: N.T_S. STMI#�ARD MIJAlBER: 1�-1 W � O o cn � Z a g Q W VALVES. _ Z J 0 �.. z n, 32. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL pR AS DIRECTED OiEIERWISE FlNISHEp GRADE � � O �u N � � Q BY 1H� C(TY EN�INEER (n ,.., � f � ARRIVES ON THE SITE. UNPAVEU SURFACE PAVED SURFACE � Z U � � Q j � UNPAVED SU�2FACE PAVE6 SiiRFACE � � a m Q C 7 � m �" � � 5'-6" U N ��'�fJ � WALK SL�DPE. t/4` PER FT. 1�" ,�"R TOP Of FlN�FIFD T�DPSCNL SEE�. FERTIUZE BITUTAINO�lS tL� � PAVIMG - SLOPE �ITUI�IN6U5 AND �4UL�Fi AS SFECIFlED PAVEMENT � 0 � ��l,�' � ,. . . ' , p- .. -. . . t . - 1�4' PER FT. LOAA1 AND SEED �'AVEMEM PATCH. PAT�CH W = w U 3, �-•-1- ' ' . . • ,, . ... 6 � AS 5PECIFIEO (5EE Pt.O t�i P8.3� t2' 5ELECT FlLL ' �•1.�'•� . °C � � �..�,,,� � ,� � .� ,� . �, , • � . 3� '.. VQpT � �1A � j W / 24" A11N P1[hillSTl18LE VALVE BOX W/LID �.,._ ...y.i,,. ? W � 6C CIiY t�IX i :�•�;::'=.`,;�:. 73'° SELECT FILL �� F�u- �-es' ' � CUSS A COMPA�TED FILL- �` � . � � BINGWiM dc TAYLOR AdOD.� 4906 (SCREW TYPE TOP) # � _., � 3500 CONC, l'\'_.•. + & 4909-�J �i6�J (OVAL SCREW TYPE BASEj r;r:rir., �-�--'-°![3D'T 2tA �_..: 35' 1�lIF� :.;,r,....: _:'. �� � ,1„ OR APPRO"VED E(?U.aL COMiulOPi FILL :.:;.;; -�' SELECT fllL-..� ;. �2� '2 .w'i;j,".; REQUIREMENTS FOR THE INSTALLATION OF GAS MAINS,SERVICES,AND METERS GAS UNIT: °"i� �" 2�. ��� GAS MAINS SECTION A-A TdQTES: SELECT FlLL .�'";i, SEE NOTE 1 t. IN REhdOTE AtiEAS, VALVE 80XE5 �'•���°% �2� VD3T � 57 CRUSHE� STOME GAS MAINS WILL BE INSTALLED WHEN THE FOLLOWING CONDITIONS ARE MET IN THE CONSTRUCTION AREA: SH��L EXTEt�Il3 51X (5j INCHE5 A�E VOOT �57 CRUSHED SFONE 1. GRADE IS WITHIN 6 INCHES OF FINAL GRADE OR BASE GRADE IN ROADWAYS. �Ca�PACrEU FiU. = WE�l COMPpcTED � aR u�� �ar�r s' ----- GtRAd�E. PL4CED AGA�fST UNbiSTURBE(J � rti' ►�iiv BEppING 2. CURB AND GUTTER MUST BE INSTALLED IF GAS MAIN IS GOING TO BE INSTALLED IN OR NEAR THE STONE AGGREGATE, ro Bf DEr�RA1INE� IN THE F1ELp �• �_,�. GATE aALVE 2, usE I�E�at�►m ,�o�r5 Ir� BOTH 51�ES AND �f1Tf�tA flF TRE�CH FouraDnTl�w BEL4W OUTSIqE ROADWAY. � ��` ��EC�� �IRECTIONS IN AGCO�tDANCE WfTH TO SPRNN�LRVE OF PIPE " �11h! B@DING t1NDISTURBEO EAF2TH �� pF PIPE 6)ETNL w2.4. � BEL(}W dUTSiCIE 6 Ei 3. ALL SANITARY SEWERS, DRAINS, AND STORM SEWERS MUST BE INSTALLED. 1/2' PREMOWEA UNOISTURBED FJ�RTH -� QIA aF PIPE 4. A MINIMUM BELOW GROUND PARALLEL SEPARATION IS REQUIRED OF 5 FEET FROM POWER, TELEPHONE, EXPAN510N JOINT 8• - 12` g- _ �y c+� r� c+� � � r� � AND CABLE N AND 10 FEET FROM SANITARY SEWER. FlU.E� 30' MAX. w •--� '-+ '� � � •-i ,.,, GAS STUBS WILL BE INSTALLED FOR ALL ROAD CROSSINGS IF THE DEVELOPER HAS COMMITTED TO ALL GAS ON CENTER wa�R uNE ouc11�E IRota P�PE Q � � ; M � � � HOMES. OTHERWISE, THE DEVELOPER MAY INSTALL CONDUIT, AT THE DEVELOPER'S EXPENSE, FOR FUTURE � ���� � � � i. MAI�IT'AIN 'NERTICAL TRENCFi WALLS FROhi B�TfOlA OF TRENCH T� 24' +4BOVE � � � � � � � � ROAD CROSSINGS IN ORDER TO ELIMINATE DISTURBING ASPHALT WHEN SERVICES ARE INSTALLED. THE ` ' QUCIILE IR�N PIPE � � . `�-=-' �CRO1Y�t OF PIPE. TEiENCH '�I�TH IN THIS AREA: F'IPE 0,6, t 24�, DEVELOPER SHALL FURNISH AS-BUILT DRAWINGS OF THE CONDUIT PLACEMENT OR PERMANENTLY MARK Q PAVIN6 CONDUIT LOCATIONS. CONDUIT WILL BE FURNISHED BY THE GAS UNIT. 300U P,5.1_ CONCRETE ° 2. F�R DCCAYATIO�+lS OVER 5 F1. DEEP, SLOPE TRE�CH W,aLLS dS REQtIIRED ANpfpR N4TES: Q 1. IN Ut�STABLE SOILS, PRDWI�E A FQllNDAT}ON MAT FRCNd THE 80TT4M OF PIPE $EAIRN�G BLOCK z' x 2' gEAR�ryG pREq PRC141QE OTHER SAFETY t�EASURES IN ACGflRDANCE WITH OSHA GUIbELINES. GAS SERVICES (NQT REQUIRED IF All � . -0 BEDDIPIG TO UNDI5TUR�ED SLIBLE SaIL, QR 18" b1AK. DEP'h�l. THE FOUNDATION ►AAT SHALL ELEVATIOhI AT CURB LINE ,DOINTS AFtE RESiNNm IN-'` ' 3. ROCK SNALL BE REf�44VED Tb A IAINNAllf� OF 6-It�1�H CLEAR/�NCE AR6t�AiD THE C(N�tS15T pF TWO (2} G�tTS (g' t,iAX. E,ACH} OF WOT .�t CRUSHEp STONE WRAPPED IN A HIGH GAS SERVICES WILL BE INSTALLED WHEN THE FOLLOWING CONDITIONS ARE MET: A BOTTOM A3ib 12-INCH M1li11�wM CLEARANCE TO THE SIdES bF PIPE. STE2Et�6GTH GE+DTEXTILE FABRIC; uNd I�DUSTRIAL FABRICS, INC. GiF 375N flR E4i1AL. MATS SHALL 1. GRADE IS WITHIN 6 INCHES BETWEEN THE GAS MAIN AND THE METER LOCATION. � ,4C�9f�}ANCE VMtTH W 2.4} a . A a EXTEND FtlLL W�OTH OF TftEM�H F�(CAVATION WRH I/INdriUM FABRIC OVERWP OF 18". 2. OUTSIDE OF BUILDING (SIDING, BRICK, VENEER, ETC.) IS TO BE FINISHED AROUND THE METER LOCATION. 3. STREET ADDRESS, TOTAL GAS CONNECTED LOAD, AND CLOSING DATE (IF APPLiCABLE) IS REPORTED TO � 2. FOR �� Excnv,anox5. SLOPE TRENGH WALL� AS REQUIREU ANt�/OR PROVIDE OTHER SAFETY THE GAS UNIT. P�N lAEASl3RES It� AGCflRDANCE WITH OSHA Gl)IDElJNES. 4. A MINIMUM NOTICE OF ____ WEEKS AFTER FINAL GRADE IS ESTABUSHED. ��y ,ip,�,�pqRpg JiJLY �11 CITY sTnN[�►RDS � CITY STR#iDARDS �LY Cm' 5TA,NDARDS � r ca,s METERS � ' STANDARD SIQEWALK PIPE TRENCH I�NIVERSAL PIPE TRENCH M . . CITY OF CHARLOTTES�r1LLE . CtTY OF �CHARLOTTESVILLE �ATE �ALVE - TYPICAL . CITY OF CHARL�OTTESVILLE STANDARD SUBGRADE - TYPICAL � CITY OF CHARLOTTESVILLE 1. GAS METERS CANNOT BE INSTALLED WITHIN 3 FEET FROM FRESH AIR INTAKES, E�EcrR�ca� EQuiPMEr,r ''MONOLITHIC WITH CURB UPIIVERSAL - UNST�BLE S01 (A/C COMPRESSORS), WINDOWS AND DOORS THE OPEN AND SOURCES OF IGNITION. R SION DATE ".�CAt.�: N.T_S. 5?ANOARO NUMBER: - REbISi6� OATE SCALE: N.T.S. STMipARD M1NJl�BEtt: W 4,0 RENSI�1 piqTE SGqLE� N.T.S. STANDARt) hik1Y�R: W 1.0 ` REVI�MON bATE SCALE: N.T.S. STANd4RD Nt�/BEk: iN !.1 M 2. DELIVERED GAS PRESSURE TO THE CUSTOMER WILL BE 7 INCHES OF WATER COLUMN. HIGHER DELIVERED � z PRESSURE (PSIG) IS RESTRICTED TO COMMERCIAL AND INDUSTRIAL APPLICATIONS AND MUST BE ' (1J REQUESTED IN WRITING (WITH APPROPRIATE JUSTIFICATION) AND IS SUBJECT TO APPROVAL BY THE GAS - ' Q ENGINEER OR DESIGNEE. LIMITATIONS TO PSIG SERVICE INCLUDE, BUT NOT LIMITED T0, EXTERNAL FUEL � J LINES (AS IN ROOFTOP UNITS) AND APPROPRIATE APPLIANCE REGULATORS WITH AN INTERNAL RELIEF �^ FR.�IE .@ COVER raor�s: IISE NDT SFI€21NK 3. ALL �iUIPitTS, L�f HbLE5, INLETS AN� OEITLFT5 5/8" RNSED LETTERS � � �' VENTED TO THE ATMOSPHERE. ' piTs o �1��8��h ':rVp�d . $ROUT 10 THE TpP CF SHALL BE GROUTEb Ahiq SEALED INSI�E ANa �tiN t' THI�K LINER TO BE INSTALLEp AF"fER IN RECESSED A�tEA � a ' SE1V£R REPIACEiAENT IS COMpLETE WHERE SailCotldltbn C1�+2 YMEBB�FG TO SEdL '�• Sd�ECIFlED. AfA7CFi LIl�R TO END t1F �IPE AS '�" ' � a . , FRAI�IE 10 MANHOLE. De,pthafWpe 3Feet • � •., 2 CHAPFNELS ANQ l,iANHO E 'SHELF' T�Q BE SHONN. SEE pETAIL A. raS B� T pg;{��p►��s�� �,qQ p$� : �',, � L REMOVE EXIS11i�G PIPE ANb MANHtlLE o o N 1�� REINfORCED G4NGREfE C6NSTRUC?EO OF 3000 P51 CONCREfE FILL � o 5afet Fac�or iS ADJUSTING RIliGS FIt�SHED SIbQO'TH 1NITH STEEL TROWEL- FL{?W WALL AS NECESSARY TO INSTALL NEW � O H v_... }� . a PIPE. Mik t3PENING IN WALL SHqLL EI(ISlING �dANHOLE YIALI x � ._ .._ . _. 14" I.D. TU T A L HEIG H T: 9' t+I A X CHA�t1�ELS 5HALL 8E FORAfEp TO ALL04Y BE PIPE Of3+3" ALL ,tiRIXiND. �Q � � o .I � _r I�kSE#iT}0�` 4F 11 RQB(}TIG C�IERA. AFTER P�E INSTALLAlION, FlLl N �� � -p sy ,' �g„ PIPE�C�PLETELT I T C C 1 0 HOIES Vf�IQS AROUN4 OriCRETE OLL.AR ALL N TYP FLE%lBLE 0-F�ING 3�, Il�LSI�E QF MlRLVH4LE SHr4LL BE FA,CT4RY G4r1TED +Mh{ ppN-SHRtA�C AROUND NEW F'IPE CONGRETE ; ( � WffH ONE GQAT EPD%Y GOATING, �COLOR GRAY. SHALL BE MIN 3,604 PSL � Q � v ToatandWr�s --1- GASKET T�/P d' ..-� . _ ., �� � Q vi o�a�rneter . � ...._.. .. _....,.. _. ..,. ___ Run Ek�meter. . _, . ., . �4lJTSIbE SHALL RECEN+E �E �QAT GOAL TAR °' .,.:,., ,_..., ... _.. .M _. .,. . .. . . _ _.. ER6XY. MANEJAL Old-SITE EXROXY GQATING I�4AY � . , ...,,.�� BwnchWa�r�ter 4dndi 6-irn3� S-ind► iWnch 1I-inch .. Type 41nth 6-It1ch &tnct� LD�Ind� 12�ittds ; _i !BE REQU{�2Et1 IW S{36AE 51TilATIONS. ExTEND NEW?1PE MIN MIN � o . ._ , t $ gp,de�ale yet►d_... . _ ._... ._......,_ _... ................ .. ..... .. 41�.____,.._ � . �_.._,.._13_., .._13,. _1�--- vf • -LflK' 2` INTO iAANHOLE �.;.'; PIAN c Z GENERAL UTILITY NOTES: a 0 1 1 z a,�� �'`'�� w 1 3_ . 1 9.. 2 S. _ .3 1._.. 3 6 � 6�ir►ch ______.__.,_ ___��_. .__.1�_._ _._19..___...;�____,_.�..... � �, T'fPE M1J�IHOLE 4. FDR PRECiIST INLETS AND OLlTLETS> PIAE TO �tATCH NEW PIPE TO .�.• W o � 1. BUILDING AND WALL FOUNDATIONS SHALL NOT BE CONSTRUCTED WITHIN 10'OF ANY STORM,SANITARY,WATER OR GAS _ye�ca�up, , ia. ly 29 3i a& .,I `� Zs as a5 25 � - �1HbLE C0�lNEC110N5 5HALL BE NEQPRENE Ex�srnrG iNv�Rr e�Eva�no�ri � ��8r 3 13I�S� J Q r w �. . __.._._....._,_� ,......_ > � STEP (TYP) �9T WCfhi STAI N IESS STEEL ACCESSORIES. f"'"'-�6�-"� � �"'� Z J � �' z MAIN,THIS INCLUDES ALL STRUCTURES THAT ARE AN INTEGRAL PART OF THE UTILITY SYSTEM. .Uergo!Dov�„ ?J' 39_.__,,_,5�., ,,,,_,62.__ .._70 � ;1Wnch._.......... ..._..,,1 ., , .31 ,___,_31 _31,_. „_ 31,.._, � W � � 2. A MINIMUM OF 18"VERTICAL&10'HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER LINES&SANITARY aee ber�d ;lzanch _ .____ . _ 7 „ ,, 37_,_ „37,__ __3,�__ _„ 37.__. , "•-a"'°r."�<<,�i�;.��: '`¢` \ c �� � 5. ALL I:NLET OPENItJG� TQ E%ISTING IJIAIVHOLE5 �;`'�L<•��t�=t�Fw �.c �'°. �R N � 5�8" DIA. X / � � w SEWER.A MINIMUM OF 12"VERTICAL AND 5'HORIZONTAL SHALL BE MAINTAINED BETWEEN PARALLEL SANITARY AND HoAiantsi 6 ,_ 8 _ Sq _ 13 _ 15 ,_J SI-It��� gE CORE-pRI��Ep. ANNUu�R SPACE :a;;'?`'►:�"�s;;s��°r�'S; NEW SEWER PIPE OSS SECfI� � � '^ O STORM SEWER. Vertical ue... _ .. 6...._ $...... . �a 3 L t 13,, _ , i5 ,_� 48 I D lAIN �EiWEEN �IPE AN6 MANHOLE 4VALL SHALL 8E Z ,,,.,_....................... 3. ALL STORM SEWER SHALL BE RCP OR HDPE 8 SHALL HAVE A MINIMUM OF 15"DIAMETER WITH A MINIMUM SLOPE OF 0.50% , �lertica!Do�wr�, _ii _ .S6 21„„ , 26 3i � ' "" "" '"�"' ; � CAMPIErELY FILLED wITH NON-SHRINK C,�tO�T. 6 ��N �57 STt�1JE ALL ARQilND WCK8AF2 UETNL a� ,,• . 5. . - v! WITHIN THE RIW. 22s-degree bene . . . . _ _ • ` � W 24 MtiX. EXISTING MANHOLE BASE � �. c p . • ' � •- 4. MINIMUM DEPTH OF COVER FOR WATER UNES SHALL BE 3', Hwf:antai � 4 5 6 1 ` - - - - ����'���-- - -- 6. P[PE It3l.ETS 4�RHIN "CONE" SECTIdN ARE NQT T �L� M � �la e dameter 4�lnch binch B-inch 10-1nd� 12dnch c, � l�CEpTqBLE. 1. CAPITOL FlDl9*iQRY 4F VA. MOOEL ►AH-3Q00 24' Mdi�NiOLE r W o .� 5. MINIMUM DEPTH OF COVER FOR STORM SEWER SHALL BE 3' Vertlwi 11A,._._,_ 3 4 5 6 7 i 4 _____ ___ _ _ .__ ;aitKh _ {W�A N/p �'UA _N/A N/A � t FRMiE AND COVER WffH RAISEO LEfTERS ACARI(Et} "SANfTARY W a� ° - 6. MINIMUM DEPTH OF COVER FOR SANITARY SEWER SHALL BE 2'. vertical oowm . 3� � 9_ . 5, . .. 6 , . .j__� wnen _ w _N n a w A A - -- --- ----- O TI 7. AT ALL UTIUTY CROSSINGS A MINIMUM VERTICAL SEPARATION OF 12"SHALL BE MAINTAINED.A MINIMUM VERTICAL iz25-de�ree b�d ; � - -w � � � - ��• - " '�•�'�� '� 7 WITH�CE3YfER OF MAN�HOLE 80Tf(}3,f� ���� SEWER" Oft 1tiPPR0�+E� EQUAL. 27 3/4'0 J o � e � --_ _. . . - J r E A TI N F 1 "f RE IRED BETWEEN THE BOTTOM OF THE WATER LINE AND THE TOP OF THE SANITARY SEWER , ttaizamat + 2 2 3 a ;��! �$. .. .. 11__ , i�lA __.._N/A . N(A... ,- •:�...••� ,. � -- - --- - �-QT� �76 �/a�6� �/ 3 N S P RA O O 8 S QU _._.._._� � __..,_.. _ ..._... � __ .__. .._....._ __..__.....,.�_.___ " ' . 2 ALL MAPiHOLES �rffHi(V THE ii30-YEAR FLt3'vuPi.PJN 4k • • LL � 11?�nch t5 19� 10 N[A N,/A � ' � � � 4. COt�TRRCTOR SHALL REFER TO TF�S DETAIL VMEN CONNEGTING NE�U SE1dFR PIPES i'0 � � c ` LINE. vchfcsl up :<,..:. ,�,i,..:> .. , �:.>.. ,�?;..:::.. .�..,.. � � �..� ____.._......... __._�„_..__,._. _.�_.._.. ..._�. * a: •.. • ' . " B. �AAPIHOLE SHAIL 6E ORRERED WITH WINI�IUTA LOCATED NI AREAS SI�BJEGT TO Lt7CALIZED FLOOtNNG ARE TO ,. �� ._ o �"� � � EXISTING OR NEW MANHQLES. TF� NEW PIPES A1AY $E INSTALLEp FpR R POINT P F CHARLOTTESVILLE GAS ONCE CONSTRUCTION HAS BEGUN ' VeAkal Dow� 3 4 S 6 T� =�1�!- ---- -- ,-.-.��.--- .-.27-,.. -.._�._ _..._i1,_.�„_M11�A_ °D ' "' '' NEI�PRE7ME 9vOT G�,pE ADJUSTk1EhT. ORDER BASE. RI�ER, Ai1D � ��2 � 8. CONTRACTOR SHALL CONTACT IRENE ETERSON O ; , , ••,•,;•;. ,.,;•,:;:•,• REPAIR, PIPE REPLACEhiENT. PIPE f3l►RSTIN�, OR SERYICE LATEt�AL REPLRCEMENL HAYE 1MATERTIGHT FRAME AND COVER (SEE DEfAIL WW 2.5 Z a (434-970-3812.) �p...,. _,. 1'�_ 49_- 25 - 31 37 � : ,, .. _ i .. i .. . _ . ,a. _ . .. .... � � EI. ' � TO STACK C7(tT MlWHOLE A5 , � > V y � •• W STAI�iLESS aTE Ct3hE HEIGH val�e: __. _id,.. 19.._ ?5 .:. 31 _. _ 3?. ''-D�star��es are gtver►in fee�t both u�stream a�d dowr►stream fmm: AGCESS4��E5 CL�$E A'S F4s'r'�I�LE T4 GRPtDE. NIAXI9�fUM I 24`0 I� � ��1 � � , ti,e flcn�, 8-�2" vD4r CONCRETE afUSTMErti" SHnLL BE 9 INCHES UwLE5S I--34"�-�i V ~ V J o � BENCH AFPRdVE6 OTF�R'NLSE. `- 3 (�57 CRUSHW FORMED TO ��E TOP OF PIPE � ru�"' � � �' Y c�� sT+won�S cmr fwo�Rs LY t cirr sraraa�at�s LY t 1 cirr SrarionR�s Y v I � ° a R E S T R A I N E D J 4 1 N T P I R E C O N G R E T E I�E W P I P E C O N N E C T I O N A T M A N H O L E F R A M E W Q � '� �' , CITY OF CHARL�TTE��ILLE L E N G T H S C H A R T S � CITY OF CHARLOTTESVILLE �q N H O L E - T Y P I C a L • CITY OF CHARLOTTESVILLE M A N H p L E � CITY OF CHARLQTTESVILLE A � � _ � o� F3E�VISIQN SCALE; N.T.S, Nt�M18Eft: YY .4 � R E W�I d N D A T E S C A L E: N.T.S, S U 4�I b A R d M t 1 N�E R: 4 V 4 U 2.a R E Y I S I O A� D h T E S C A L E: N,T.S. S T A N D A R D N U�I B E R: Y V W 2.8 R E V I S I O N D A T E S C A L E: N.T.S. S T 1 W b A R D N 1 1 A 1 8 E R: V t W 2,4 = � � E o '^ v s �/l J C( a � UNPAVEp SURFACE PAVEb StDRFACE J c� rn NOTES: � 7 � � �I � � �c LCk+bl AND SEED BITUAONQUS 7. F�7R NflM ftAN[NG AREIS�RENOVE NL PNIEMEM.CMYfl.. ?• REMOhf MWE hNQ MYLIXi T111ME FRON BM,i.NVD CANOP7. W � r l `W � PAVEMENT �.s�rurrsrrff�s srwl eE r�wna a.a�c�c�asrwe s�-eRsc wto co�o�owws e�wrrE aafc,�nNc z so,uc rtoar s,ul awo a�aNs n�r r�oia�v a�x€rrsr�u.anau. W V Z m a sr�twe a Reourtm rax Au rn�€s w R.o.w_ae urow o RS 5PECIFIEQ ����� aEouEsr oF,uzeor�sr. PATCH oR v�onasm Pueuc s�ccrs. N c� � LL � � z �, 2. REArOVE Cq�RICf[D 9Qt ANFI A�J t'�M?EM TORSdL N'fiN - � O U / � 2.STPEEfSC/PE�T1EE5 54i1LL BE IAR6E GNOFY SREES:HdWEVFR. PllW7 a4it bR UliCOYDACT ANO FWiE'!MY TQ 4'dF Dt�Shi+G �'."�:.1"y .. •' UPON A DE1F.(�11d10H BY ME OMECIOA IlMT 511E ROMDII'IONS SOS 10 MffT TOP90l.1MTH PIAHTNG INX 3fMVfYA[76 FOR �. REIAOVE ENCE55'SOR_�ROA1 Si1E M76 04SPOSf OF€N A 12" SELECT FlL �•' ' � " :"'�.�' ItNiWWT S�NitLQt TREE3�A1E DX+'ECiOR AKY APPRINE 71H � � cn � . ...�:':' SUB511fUTDM OF A MFDUY CAl10PY TltEE iRfES.(S'£E OEL1tt-) ��.�`il�,;.\�p� • ��N�S�-�Ir{�. Z rt� �'�.���R. L 30", 36" and 4$" ;i.r:;��:: � 5. ����.�m,as��.�. J . s. ir rw+nnc srr��s tess now a Fl wro��cana, N • �.:::• VDOT 21A i'rw�w.�irrttRv+�s�To�i�u.a«ron n��w��� .��sueoaw,�ac aeouu�o. v � � o 0 COMMIt)N FlLL `�"`"� fd}QMM/YID DEYElOPMEtCi', 4. SOP GF'B/1J.TO 8F SE7 2'TO 3'ABOME 3HE LflIEL Of 7'1€ M!L CJJJPER 3"-3 t/2' !. AT PLAMITMIG PF�3NE ONl7 CRt�51HG L1M95.40-DONINNiT =';''•�:,�+:. A)ONf(1)Wt6E iOEE SfY4l BE NE�OIAR�FOR E�R'0 LFA6EItS.BROiCEN dR OEAD 9RAhfCilES,AND AFiY �� ` T U L .r��;��:•. S l R fl 0 4 1 t�R I G S O I L.�Y l D N O T N O R E T i W 1+'B E 1 9 M''i T�O F BRANCFES TMA7 POS£A NAZARD t0 PEDESTRlANS. � � O\ >;:��, FO(CfY(l0) RET OF ItOAD�ftWRMlf,OR RORfIDM 7NEREOF.6 �K. CEM�ER iFNKf(ffr •Ki:hX�'•'C:•Y.•r�C 24� ��N 1M�IrtY-FbE{25)F�T PR MQPE:QR. 7af6 w Prt-. ( � VOQT �57 �RltSHED STONE ;k.,°•-o,.'•'.��oY� e�ww��ra�m►n,ar�ti�weosw ne�9+�u.e� 5. AT PUNlN1G PRUI�OfiY�ttNBS.LO-D0111NEKf v/ ~ ,,� �SEE NOTE 1 RE�IIRED FOR E�fRY 1MENtY-ipE �s)r�r or anm craHru�. r.Famrs.eaan�r�ar vv+u ennNa�s.�ra rnr ea�+a�s s•ro a�s+�om wu�woaa �ro�«w no.x+�a�- � � O ( ) � a � � PLACED A(;AINST lB�1DISTURBQ? ��>'b�v4''?' 12 � { z.s•ux+ ra Mw F. .�„y,$;: ;•.,{,,v.; (m} nwT aasE,��►�7Mn ro a[otsTr�wi puKrwas ae olbtr[. - aio.r c ru�a ac�as n/ \/ �N�,�,••?!• �S POKnDM TIEROF,IF 1'METm' iFlT 4R 110flE. hRNLht 1Y/(YtOWA��SEILSONN. SE 50 �n���r• � o ' y � �Sp V :aO�: QN PFOPOSm f�fi11S OF IMM�It�p MPi4d�i1L dF 1l�� CAS�x�n1EE ORATE �g���j,'��� IEMOVE BUfiLM H!D fi�9(ET �x a¢ro w�w wsR �,j� � p � ).. .O:�li,.., �EflWt YDOFL R-8662 � =r Shn� OWECMR OF I�I�BORIMW Ofl47APNENI'iERNCyf4. SIJCN fiWE OGEMYq I l•1Kf., dHOUItD eE PlACCO ON flE iAM'HR �� 1 ��� Y�R Y l�/K Y tf a �1l1I II�M1i R M A@ M RT ` a� �py� A, ���,P,.ti}`:C'.O,f�.'.��� �A�.�}(1�$��'�1�'�����$/Qf�E$x0 2�•Y17{� Hkl./DF 1�iE TAEE Ml�ALL.2�M'1QlRK IFIAICdTIQI 11NE UIYIF($0�}Ifif� ���� P 1![IUI�iMl/N f04 � ' " 1y �� �RW11�. �r•�•o Y 1�1 C1RN�IIRQ T1�M[�']0 i` � � S�ES AND BOTTak) OF TitE7�IC UNF,AVED S�RFACE PAYEU SUi2FACE a 8'-8' M�I 6EDDING �^'a+Q+i. �a�w�u) .,.,,,,,,,,,,,,,,, o� ._ a+�e wrtr enw dmet a�eos.u. io.•�aww uxe a sw'rtX',K•s�m� r a w,wr, �tn BELOW Ot1151DE s.ne�ocv�a�a uusr e+a.uoE e sr�o�wr w n� � �o consmucr�Fwu. UN�ISTU�BED EARTH D�A OF PIPE LOu4�A AND S.:EQ �TUMIP1�DllS �o.i�$��a�rcs ••��+w r� Q M u�o anrm ., : �: ., '�"'"D100°1N1°' � o (�Q� }�QS��1ON �A PAVEAEENT �� < ?ru�o anovm Us s��m z•"s•cu�e �� O x � <<�: _ N � � +,,.�.�r ,.ww ...... AS SPECIFlEt ,�.�ri.c�wr a�u�r ao�u sirt�sc,�rE rncEs � n� wrc eau►.xicx . ,.�,. �` L � ••�"••�+M••'�«•w PVC P�E PATCH s�mcu wixr��i�a���xx�/ae mssr ura ?.w� . ..?•.��r.:'• REP1/CfllENf StNLL BE N EFfECf FOR A PERpD OF 1N0(2) 8 'rOP�IRN� t'ABDYE . . . . N a 2' S E L E C T F L L :'^:i�r�.��...• VDOT � 2iA 7 F A R 5 f R O M i H f O A T E O F P U i M i M G � �� s m E w a,c r�w c � �c.�.. �' o �'�+�..:t•: �: •.;.r. ., , a� �`�MNAdPF F LL ,«�, 6.3TRfff TIEES SHNL BE Nt�FRY 6ROWV�I4E5 WNCN IEEf , .. . � � c� OR UKE IQ� NUTES: • -� wni�oor ao� �.1 �"'� � �� Y�• liE REWIqEIENIS FOR SfREEf iRFF.S SET F'ORIN N A# E7t(�IVAiE A7 1:1 SLO�E 7BlK 7MIcw.E1nFS 9R wxu re��/a aurwx l�.l O n"�'� NIERIt�N STNDYtP F�R�Ri'S79CK -N15 Z50�Mq 514�L1 ,�9�E•. 90 AS ND?TD 06riMB i a c y.w�.n�' O FO�t iiDD1i10AlAt.tYPEs / 1. IdAidTNN YERTICAL TI2EV�CH WALLS F1i4Ai &1TTt?M OF }:s::u 24" IiN N 8E TYPMJd OF 7lE�FSPECES HMRIG FULLY OfVELOPFD CROWI6 i' •^..r.' ,� t rne�r x�a�e •,��^•. � .•.. f1�BY VDNdE ACCESS N�MIEN LdWEREO �- 4' MEIDIF(d►t10N5 !EE .�,f-'�. -r�- u4 sw�waa�s. ncv s»�u e[�ro o��+�eo `"�, a�u.mn+i/z c�u+�asrr� ,�"'•���� ++�r.w� � � c v CL�+Yt�NCE wWw:xR�.►iEt TREPK�-I TO 24" ABiWE CR01YN QF PIPf. TRE]NGH SELECT f LL �;?,i' . SEE NOTE 1 Of 71�TA f4�lHf Ai 1VE TAE t7i PIANf►C A►A ELEYAiEI}lS e� so�ccrnrra ��.ror so...: ,�. �• � a� r'" 801LAR0 RORI►7ES 18D DEGt�FS WIOTH IN TFYS RREA: PIPE O.D. t 24�. t'r�;y �z r+ce�xr a�c n�x saowm ro tissur��aF.aawcc rroR �+aooT auL +'ia+rvrsa�a� oxcwre wKr��uee er re�ott. owc v w ar�a v,ura W � � _ PEPESTqMNS AT YYQVq1Y. GAEATER G£NW10E!N7 BE � wif rat w�rt r'f F�i1I V�Y S�ETY-Ya{AW RfOWfim 8i 9fW1WN3,Y�1FAE fRUGK MID B0.5 1RKF1C YUST r PUM7WC Mdt. A{OUND AND TMiV SW.OWEC7LY�LOM wa n�a+TMa Q W V E � RuST FREE t' dAYETER S'tAN�1.ES3 51� 2. FUR EXGIYATIONS t)VER 5 Ff. DEEP. SLOPE 1RENCH VD�OT �57 CRt1SHE0 ST(�1:: ee uxo►ean�rm. � � tn,�""�i�o e�"`n arc"� owuruce.sE,e ,z'crouRse wu�ct noors.0 aavae s�e wwr. w"��,���`.�.�.�. � oC = o - o . � PINS - elNf 1Ml�t t3 32 HOLE FdR-PI�DLOCK PLACED !�i'iA�15T U�IST11�::D T.K4 rn�m srocK us�a�s sm�r t�s s�wi.ec o�auw�:,•�mroa��n�nsnc a N � •' . . � w,�� xs �Epui�m ,�wn/o� PaornnE on��c s,�Enr SIDES AMD BOTTOA! OF TRfh�CH � All � Nil� �YQFi R{�ST � « �rcoaous.wcnrr,uw�ncc or o�,�oa n��sunoM. �u p wvc cow�cros�n smar�oax+ w�n n�onaus�v v � � � .��� p�� W/ M I E A S U R E S I N A C C b R D A M C E W f T H O S�i A C i H D E I I h l 6. 6'-8 I J I N �D I h 6 G m,wrs sw�u er a�cc�ro a n�e�xr aro sr+v�t�rs aisr�n�. +r�+ar wmwN+�e Fa�sr J O B N 0. BELOY� OUTSIDE s►wl e�rre�r�ce�miuh ar r�nN 1 +a raura 112�62 " +. T S.CdQ HOUtt SAE.7 Si�AY PE�fMiK� 4k STANUr�D F�6 RAl.t0;t8 YEi1.OMr 3. ROCK SHALL BE REIAOVED TO A )AINIMUM OF fr-MiCH DIA aF PIFE arx��en er�su�e oF o�+cw Far vu►rt�+c Mv�aws. g � CLEAR�V�ICE AROUAtD THE BpTIq�1 AND 12-IIVCH M�IIIdUM UNpkSTUR9f p EARTH 'u � e.�u.n�s,wo sruces s�uu ec aEuavm,�au c,rrowarc w�roEs wm�m�a� o CIEAR.4i�iCE TO THE SIpES QF PIPE. $�°"" vi > DiUCTIIE IRON ?IPE tdOT TO SCALE SCALE ° '� Gt,r iwnatos an a�o . � srara�aos �n st,woaRos � � � N/A a = V BOLLA D DETAIL . CITY DF CHARLOTTESVILLE PIPE TREN�CHING AND ' CITY OF CHARLOTZESVIL�E GENERAL STANDARD FOR � TREE PI.ANTING DETAIL FOR �' , CITY OF CHARL�TTESVILLE PLANTING TREES IN OPEN � � CITY OF CHARLOTTES lLLE R BEDDII�G - TYPICAL TF�EE PLANTII�� � CITY OF CHARLOTTE�I+ILLE F� AREA OR GRASS STRfP � � . R�ns� o�� sc�: N.�s. s��o �e�: - STREET TREE IM �IT SHEET NO. °- o ON UA'IE SCALE: NT.S. ST�IHDARQ NtAABfR: -1 12EVI510N DATE SCRLE: N,T,5. STAMQARD NUAIBErtt: WWl 1.0 REVI�i QATE SCAL�: N.T.S. STANDAR� NUMBER: X%-4 REl�SiQN i]ATE 5CJtl.E: N.�'.S. STANQARO NUNBER: XX-2 � N � 6A r L 1- 3 � � , Rivanna Water & Sewer Authority (RWSA) PAVEMENT PATCH DETAIL NOTTOSCALE IX�m�'Tp �S �.( .`r �F� r�" General Water & Sanitary Sewer Notes � �� ��CWCIX E� � r ALBEMARLE COUNTY Februa 2011 oscoTT . co��iN�z FINAL PLAN GENERAL NOTES `y ��K ^�� � �� � � .� 1) AII materials and methods of consWction shall cjomply with the latest version of the Grneial Water and Sewer Consiruction Specifica[ions as adopted by Ihe Albemarle County Service AuthoriTy on Ianuary I5, 1998,except as modified below or modified in Special No[es. �wstmc pn�cr�ENr U No. 35791 ,2. GENERAL WA TER & SEWER COND/T/ONS 2) RWSA shall approve all wnsWclion ma[e[ials d methods of consWctio¢. A preconsWction conference shell be held with RWSA prior to the start of any work. :.;:;;:: ;:y��E'•y�_� A�AOF I(fel�4 ���v 3) The contractor shall be responsible for noGfying�Mi55 Uhlily(I-8O0-SSZ-7OOI�. � esS�ONAL ENG` 4) RW SA Engineer(Victoria Fort at(434)977-29'7�D ezt.205)shall be nofified tLree business deys priar to ihe stari of conshuction. . . . . L WORK SHALL 8E SUBJECT 70 /NSPECPON BY ALBEMARLE COUNTY SERV/CE AU7HOR/TY (A CSA) 5) AII work is subject to inspection by RWSA stat2{ No tie-ins to the existing system shall be made without coordination with and lhe p�esence of RWSA staff. No work shall be wnducted on RWSA facili5es on weekends or hoGdays without special written peimission from RWSA. �s . . s'� INSPECTORS. 1HE CONTRAC70R W1LL BE RESPONS/BLE FOR NO PFY/NG THE PROPER A CSA OFF/C/ALS 6) For sanitary sewer line conswcdon: RW SA � sy requiie bypass pumping for tie-ins to the ezisring system. All doghouse manholes must be pressure-tested before a connectio�is made to the system. ��P�� AT 7HE STAR7 OF THE WORK. 7) The loca4on of existing uHlides az shown on th�plans is from data available at the tlme of dwign end is not necessacily complete or accivare. The Conhactor shall be responsible for tIle verification of[he locatlon,size and depth of all ezisting uti6ties,both surface and subsurface. 7'he Cantractor shall immediately notify the Engineer of � � �' y��� � 2. THE LOCA770N OF EX/S ANG U AL/AES ACROSS 7HE L/N£ OF THE PROPOSED WORK ARE NOT any discrepancies between the plans and field� ondifions. The Contacror shatl use due diligence to protect all utilides and atructures from damage at all Cvnes,wLether sLoum on the plans or not. Damage to any existing utilities shall be repaired by the Contrncror m the originel condition at no additional cost to t6e Ownec . .� . .- . �. . . . NECESSARIL Y SHOWM ON THE PLANS AND WHERE SHOWN ARE ONLY APPROX/MA7ELY CORRECT. 7HE S) Erosion and sediment control facilities shall n�t be pem�itted in the RWSA easement without special written peccnission Gom RWSA. No gradv�g shall be pemtitteA in the RWSA easement unless permitted otherwise by RWSA in wrifing. CON7RAC70R SHALL, ON H/S OWN /N/TIAT7UE, LOCATE ALL UNDERGROUND L/NES AND 57RUCTURES, 9) No blas[ing shell be perntitted witLin 100 feetof RWSA faciliNes without written pemrission and RW SA approval of the blasting plan. Cnound monitoring during blesting and a pre-blast survey mey be required. Fm blasting within 100 feet of auy operative RWSA sewer lines,bypass pumping and/or pre-and posFCCTV may be � P� g�pMc os x[ouiR[o AS NECESSARY. requued. RWSA may also require ce�tificadm from a licrnseA professional engineer stating[6at the proposed blastlng will not damage any RWSA faciLities. Damage to any u4lides due to blasting shall be repa'ved by the Contractor W[he original condilion at no addifional ws[[o the Owner. 3. ALL MA 1ERIALS AND CONS7RUC7/ON SHALL COMPL Y WI TH 7NE CURREN7 ED/TION OF 7HE GENERAL 10) The contractor shall observe minimum sepazstion reqavements for utility ccossings. When a crossing is made undet an existing faciliry,edequate structucal suppon shall be provided for the existing pipe. The area of the crossing shatl be backfitled witL compacted 57 smne to tl�e springline of the exisUng pipe. _ __ WA7ER AND SEWER CONS7RUCT/ON SPECIF/CA AONS, AS ADOPTED BY 7NE ACSA. 11) New water main ins[allations shall be piessure tested,chlorinated flushed and have water samples approved prior to making any petmanent connecrion uo the public water system. ApproveA methods of filling and 1lushing new water mains will be required to prevent any contaminafion of t6e public water system. � 4. DA7UM FOR ALL ELEVA AONS SHOWN /N NAT70NAL 6EODEAC SURVEY. 12) All easemrnis for new RWSA fecilities shall be recorded prim to placing the new facilities into service. rrorEs: 13) No permanent sicuctural facilities will be permitted in the RWSA easement. 7'his includes building overhengs,retaining walls,foolers for any structure, drainage sWch�es,ek. +. Paww[t+r curs sxru B[ 5tawcnr nHo v[Rn� Z 5. 1HE CONIRAC70R SHALL BE RESPONS/BLE FOR NOTIFY/N6 MISS UPLITY (7-800-552-7001). I4) TreesarenotpeanittedintheRWSAeasement. Z. adovE reueoautr aercn ir Pxtscr+r. etcwvarc cwPrttEo � 6. ALL WATER AND SEWER P/PES SHALL HAUE A MIN/MUM OF 7HREE (3) FEET OF COVER MEASURED � e+cKnu .�s aEaim.o �o r�sru� rrx mruuma�s esawLr. � RE-CWVACT SU(6ALE Of BPCKiILL PRqR i0 INSI,WAiiON Of � PAiCN. U FROM 7H£ rOP OF P/PE, OVER 7Hf CEN7ERLINE OF P/PE. 7H/S /NCLUDES ALL FIRE H/DRANT L/NES. � S£RNC£ LATERALS AND WA7ER L/NES, £TC. 1°-' � z aotumt oron�¢ne¢ 7. ALL WATER AND SEWFR APPUR7ENANCES ARE TO BE LOCAT£D O(/TS/DE OF ROADS/DE D/TCHEB mwary �•r er r� v�� �m LON(XTUDNAL PERFORATED PPE 0°"� �� nae maaurz �� � 8. VALVES ON DEADEND LINES SHALL BE RODDED 70 PROV/DE ADEQUA7E RES7RA/N7 FOR THE VALVE 0E01°^'E °^K'� °�°0 �� �� � ��� �R � � �� a''��"� """�'� "' ' � ��°� �� �TM '--=s � lP��TM� 101 °f P1� °^uiri''�w�ro I ��� w IOYfMM FV' AT t� 0/ML SGROER EEOiEX1�E OIMI� F/HR, u� .•.• . • dE BEO! �IIYI 45• C DURING A FUTURE fX7ENSlON OF 7Hf LINE. o��� �rneA,w ry er Tari sm�x u� ''i�'i:5qq++.�:' r R[ em¢c snmx w,u we .ns EX !A '� ryTpIl1E LlBU11 98�1.�¢ NRFTAE R01£ M91f0 -1(4 ��� 9. 7REES ARE NOT PERM/T7ED lN THE ACSA fASEMENT. ''` •�'�-�"�`� ""�" :. ,:,. �N01p1 •6' '"�°"TE••e ""OO�a"'E ^" � -•. a•., �' . . �� ...�..: •: .... W. r-a. ¢wa r¢ns �e ai�alnw�a�mrt. g,�.�y, ="�"" NON-PERFORATED OUTLET PPE FOR USE CO�NATION UNDERORNN CD-1 AT LOWER EID OF WTS 70. 7HE CON7RACTOR SHALL BE RESPONS/BLE 70 COMPLY W17H 1HE NO-LEAD REGULA710N REGARD/NG s.swiuc 01"�E� °� ` � UNUER WM,ERCUL OITRMICES MA FOft WTLETS CENTER L!E SECTION mma w.s � � sEE ra�E � xBOna[ ^��T � �wm me i sucr wmsV BRASS F/777NGS EFFECDVE JANUARY 4, 2014 (SENATE BILL 3874 WN/CH AMENDS THE SAFf b� �a�n• �e ''�"�^"'� �^ °"'�° st rare i • rvcc a wc tl0s1N0 �"' �„` r r -c a.�as �xo �e wruna1 �a�s.�e.xr. •wc PAVED SHOLLOER SECTION DR/NK/NG WA7FR AC7�. r � (FOR USE WRH STABLIZED OPEN-ORMED DRINAGE LAYEfl) �TM w/u P� �� • TR�N:H PLACELIENT ^�r W�+ F� ui ,�aneaic.�e rmawic on avaan anss rnxe�e enra�nox isa�mo�r. yoom r�u rt ro rz www �wm u ec�e PAVED SfIOULDER SECTION CURB MD WTTER SECTION urmouw wu s m�men uau i wo a*ia. ��r Tesrm .�eamxe ro �o-un �r sx mtrenox. e e �- rnwExr wsrec � e�¢ ¢aoY I rac ar n� avE�rom�xT�iiwc "^'^' �"� mYm m,�¢ . . �-siecr w.man rnexa�� � se NOTES� �w�i um ::: e�n wacure.�e kocm,rt m w�n L T6 I}OI WY � MEGISt tll G.15} N KIR, �IIM1IiF 4ATFA gE HOIE• v �� P�VOEEIIT NON �RD ' • ¢A45 �E£TNE 1! 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Ml CPiLCf�Rd mB0 WYFS.ETC.I YTIM PAY LYLS FQI WlIEf A£ �p. ppp� � ro rs .o a or ra svc�nc sim�cm nc nc wn¢r isc. coroaw. �.y� p� Ndl-PERFORATm OUTLET PPE ]. dIRET M 9VIL Zql �T TE 41•T OF 11E iM�EL l/!E PA�DFIIT MO � ti ' e. cnx[c1v� � ,� drn.�lxt us�rm?�fi 4�w1 a w.�w �m!ac vrwla*o nc aaLrcn aroc f%IM.n• b� �w d� LOG�iF� E�1UT�SSC W�WIW OX�AS I�IOIm 0�11•tJ��M]NIBIE)ORME /ro �� OE9N9f�Oi.1GE. Y ' • �•..1' COICC110N � INII'W WIIH UOEMMI TTFf OF FPE OX19NC $ifF]!i'TI �• WTER FM IMEWR.�B.TEY�TO � �tA5 TO OtNI Mf0 ONV J V N • > , Y . • G • P p� 6 WItEf PPf TO E gtlP6i CWECId TO EII-IR qi OTIEX tl1NIKf ICREGIE Q . I•-r . . . . . ' � SIIIIGiYE. Iql. MFiS hc YWqlf3. I VI < . . . . . . � . t^ a�oom wru wc .w a.ni � k O � � .'e . . e . . e . .�e . . e , n-n �. xrr�w � urrs or �caru�exmr¢.xox-rusauicn rsc wu a s, w s.wc�v�im xmp1�,nv�w rs ro a um wna v�romr wzw , z m ITTRGM) MRm X lEY Of MYtlUlfb PPE. Y/MlE RO/0'YAY TNTI MMl FC A P9 MMM 10 P9 NMN NtIN WIIET PPE 011 LOM �f qLY. W f �11 F e. nc id¢ni or rre �� nc rrt mxcciax no �cw-v auu ec $I9.W6 !. MtFf EIEVAibll 1T NRET AO 6 GITE!fPE RI ff � INLY Of }-0'/BOYE f fL LL Q � e •' . o • ' � e • � a ! ' unm to io wE nux r�m ro rurr er�n�rnr[e�px or ne� t� • wnen uaom,w ar�¢r� �urts a I sro.a�e xwrt cu.v�iwn as'cmna aurwc mw ax mucn.c. f � m o • WTLET PPE M E111EN 01ECTqN. �-WYEIi�K tN111N1� QI61ETRb-�I Y Ull'1FA O VI ---.�--- -- M tM1CY U[ M QN MD I !p 9GIF NLL !L FQI�RIIfQUTfD VR. I il WNL 1NOQ[A MI' MO[S J. ML�M[tipf6 �G�R.'IRS�RC.)1�TN PAY 1Y�5 FPI 0.1RLT HL MC i0 Z U W UI }r \ (lI PMRL6 10 LIIE�AQ��E tli O J � VI U ti W 0. N SRW11Y6 YIFN illl 6PfN R 4f/d� �PFMGI� YAIkRIL CMMIi �OG TE YYE OLdNi RIF1qIH A9 TE OIIIIET WE. Z Y1 1- . . . E WNTMED UOEII CU! NO dRiFR.N0.tH /C9EWiE&WL E V4D MMi(TE91FE IGCORMIB TO M1Y 0.bQ �T ]t 06iFCTd1 e• :�-a� swse cu�s mwan n ume we wo amx. e. ancr wc ta a scn�r m�rc�m m nP-nw onm w.wrx Fa a z N g � Y N a w a�r x c s r s¢r �a a wiw��u�irFn°AMOWa�wo Wr w mou rar v srta� ar»m,tl[u 5'�"�� �-1 Q � '. F B NN(fNEO. 9Q! 3 p S ¢ N J W ilE qKA WY BE CU6QTE MTFIENCE s[sx�nv� FERGipM VI m Z a � Z a �U M M �FION [i 11E CWfFClM W � � � STANDARD PAVE�ENT EDGEDRNN ,,, '� STMIDARD COA6INATION UNDERDR14N �°� o ,� ° z a g � � STAND/iRD PAVEI�NT EDGEDRNN (AT LOWER END OF CUTS) av eio� w o a�u s�n�fl rt a m n m r�m x � im �ev vai e m Z � � l 7 w ¢ a Eaae 'M �� vMpu ooNrtlexr OI 111M9Vrt/.nox ]m O a Z �' � � �ni we.o� saoa vwn oesnt�r v inrswr�nui � C p N �n � f ¢ > ? u' O Va1 ¢ � � � 6 m Q V' � R1 W N � � N } U r 2 � G � O � U - U � � ��'� COM8INATION 8" CURB 4 GUTTER � � � � �'-o�� � v�nce s� ,nwnNizeo • vnrNess ' rosr wire GOOD FOUNDAT�ON MATERIA� ROCKY FUUNDATION MATERIAI � ����P�T � ������� 3OSOJ � CAPPEG ENDS Pp�NTEO BLJE I�: REMOTE AREAS � AS DIRECIFC MhRKEk LOCATION M4Y BE SUbIfC COVER L1R NOTCH � TQ H'�.G�!{M1'fY CFOPRTMFIIT APGF?VGL. li 14 I/2" �,i .j 12 J 8� �+'�iE nvGHnni Mi . eE �� FI�LSHEJGFA9E ]a' vu 3anury 727 2' / C iF ff wC.; U ';':�f;� � e. g.' INITIAL BAIXRL � r� �i4�' � ��� � �' i 8' e' . .. Q iNE J PL SiANUP.R:. rnm., .-... . . � :MIN !AI : M N MIN � t1X611EYWYETIYWlIXf1SiMRIR -� IENGTH .F 50.<N'Y '✓q0.1Fi 6' BEUDIhG � � iG�2ft t0 E ¢tlb 4l �G6!N R/CE. I t68 STONE WAIER E M0J I .� �o' ti ti ti � � woo�r weusr. � o ; � � .�i a � � n��uvxe �•py5 ai�m�re�T"�uss�uiw - ii no;USTneiE VaU'E 60k w� uG " STABIE SOP, ROCh � � \ .. rv �^ � rv � V QII�)MLL S P � �.n c o E v m o s a w wr �� �s� �s r ' �'� CAST IRON LIO ' �� .1 rp.. � a�e[ eo. I �e m m � m^ow�waxac.mnI5 waarnro[ciw � � � ' �CF� E THE ROTT���+ OF T� TflEnC-1 NEMnvE nLL '� 18" METER BOX •b` s, u idIldEll M1i ilE BUIIOIi Of Oi8 YME - F rn ��aaa �cawscaix[r�edrs�rnuciuxc S��.uNES io iN;URE TNE �iPE �OESN'i REST Oh PJ�h AND oM�¢M Rnx R i0 s T R 9Uw w .n,us�xi ' TNEN � �MPACT T�1E OIL C� r'RpJICE F d' BEDDIIJG OF � � M.MAY M �IM, i0 R NYL IOR 11[Q[A4L M .W Z� � C6. ..TONE. �. -7 Y A S.�C6pf�e�TO 3 IBFD EM YS iQl11G M F� I I '. SR"MIN '� .� ' �` 6' GAiE r �,.J .L . V0.LVE 1 /P�'Dp� �Q�M�ia�lOp WWU4. �� � � � �� � ., s' x c' FOUNIDATION IN POOR SOIL UNDER - CUT CONDITION �� � �=E w , �� -� m� � ,�.1� .� ry ,��ti zsoc rs.�. coNcaE �l•� t , ■ T e i__ I 'L F fiLCKtipaGAiY51JiT �� V � < . � M.J GA'E VA�:� � � `� UNG4.PBED S'P9�_E P 18^ 5�� SiEFI. FLLE � Mort a Sus�t[ � a MN INITiAL BACKRL ➢ 6" EXTENSION �.vne:� .re son �,; �is*�F ,. oc �.vH MRiy m nu usrn����.RrioNs. 7 f'� � UNS?ABLE e e' E' f MN 3ia' .IG aDE NOcz J � SO�L\ � MIN MIN � µIN MIM A68 $TONE I d 4YO.ANT IS L�fFTEC Ih P R L Af CHOR FQ�S MP L 6 . �HL\'ANIZ[G L ('/) � i4E ALVE i0 .MF MVp AHi hltH I kANl1iAR fILL P.5 � . 6� Ga n vHai� ��ATED � ° � � � � ' - - - A�GROi'EV BV ArgA - �' - � ihREAD G ^ODS nl ADDITION t0 OLR'NG � a' WA?ER .A unE `� \ / . . . \ PIPE $LOT � COn��P6 u5F[�EnsSauG.!iONai Euv^qE N Q . � � d � � T L _ ..L �. . OC% � >TABLE SOIL OR 40C I� 'P ' ? f�l � (2 PLACES) M J a �.l �1 � C� N��r,c . m y,m„� � NGTE : � � °a 2500 P5.1. I UPROUNG V.EEF HOlES V.RH GAAV�� A5D KEF , REE J` :OYr0.Eic <ONI0.EiE , 8 � \ x 2' BEAflINGA5EA. 1. NO R20 Ka SHPL ftE AiLOVMED WI?HIP: 24' Of THE WATe3 LMES MhHinw o d MN. CCdEN FqOM iHE MRiN T� iuE Fi0.E 4vDFPN' � I � n �. � 6"�-w{ THftb iT BLGC . � n \ K]LUOING qi�.��p ) � 2 I•IJ A29 K 4kG_R THAN 6' iN ANY D:�AENSI:Jf9 SHH:L 8t HLLOW�D 'I � ppq5 . 3 f�. ISHEC uRe�E �Nh,� 5 JV swAv FFGM iYE F0.E �n1C4Arvi FIJ'v T . � ABOWE THE N!TIFL BA�KRL�. va�v eox � F�1 a NOTES: TnE �Ai"c �aldE � AL�Gf1ED iN YOi �DEF OR BFHNG ieE �?<H J 3THE IPl71AL 6ACKRLL SNALL QE P_?CED AivD COhIF'HCTED '� 6' iIFTS. � O� ry� ° ' _ (1) FOR TOUCH READ METERS A 7-3/4' DIqMEIER HOLE IS REOUIRE� IN THE LIO. _ �� vq. a �OwE .N niE G* N N �� ° a' q,p� � ' 4.N0 GkGANP OR PRpZE�u MATEFIAL OP. DEBPoS SHAL� 6E ALIOWED s Fwe nrDannis zrs� ae msrni�cn n� io<arrvrvs wnEaE wEev � � � _ � a � IN ?HE T�EN`H. H�LEn .RE PS ✓F TH FRfr I„NC pRNNIX4A ' ELF.nTION IF � N m u�- ��� � � ._ --- - ¢IF-O T` F ..i p _ iNG �IF"rV H . .-FiR',�. FF � e eaa SBELL. rI�L�S SF'..aL� BE GUG OVT IN A�L �ASE>. v�i;a��c eNo H� Hve„r., r.n� . .urncEL oFv Q � /� � ��' NOiE '. IN REMOTE hRfAS, VnLVE BO%ES SH4L. E%tfND SIX (6) INCNES ABOVE GRA TYPICAL METER BOXES � VJ .. ��„ DUCTILE IRON WATER 5 8"-1 " METERS W � J � � ��pT µ,t Trve TYPICAL GATE VALVE PIPE INSTALLATION & BEDDING � � � TYPICAL FIRE HYDRANT ASSEMBLY DETAIL �J J Q a a � F IS EX rar5 �.r 's � J � � " z �� Nr5 NTS Fir, v;�a `o w oucrs .STIy'��� 8�� Ci� FiG. w- s FIG :'J � > O W s�w v�wxn ow.m�cx, o� rn.reoa�•..iw xe,. i � Flc. w-7 �/� y/ � N amm TG N �0- � TD-10 �"-' � WL � �`y °�� �./� / c U r O � W � o ` � I O ,-i d o A �E �� <oMoaEss�. ,,a MaEooE ao,x� �� � � � � � � � `7 s mre�s r �ow ' �I ,a ,PPaa.Eo E��., ' � �, _ ,pp� � p. pp , SEWER SERVICE LATERA� CONPJECTOPI N(.�.ES' • E "� I � ` o � �, •. W�+�ESE A CEY .= .d E Ld�.iPAI COI E_�S TJ A AFNYOLE �^ ^E �J '� , T .�' � 4N1� !J tl 3 EEVATION FpP iHE SEk I LPTE�A' S �� p Om �� 1 Q � u 0 � INDZCnTED �ME TOP (CqOWN) ELEVATIOM1 J THE ]EROICE w o � EE �¢ ' U �� o .'J-" C� �� ; LAffER L IPE 5H4LL 6E P, :EMST 0 GHER THAN HE � W� _^ � oo[a . � y � 1GiP iC4bNN) E���_Ev�Tipl. �F TeE `NE WW � v;PE . . hNEQFD W j oo `- �� O 3 B � � B NOM�CONTAW ROCK�h1AT'.fttAl � ro inF rnn�unG�f � n E zo.i�o�- axe �a�v,=.� � � � � W � v � E�i I J-I E � o�+ e�ecweosuGe �.:.n m L � 36'MI IARGE9 THAN 5' IN AN1' ] SE!WER �ATERnLS iqFPEC iNTO FN Ex:SiWG SEwEF MAin SNALL N� �a I � ��`o+PZEa�i o5 sw� aEsrocu."¢ � � r^ � a � BE CONNeQEG VS'�,NG n PIPE SADDIE "w Q v� 91MENSI�N , , ' �� -�' *se � o °' � 4�lQT �Oa fp! OETKs TY�� ��� 2q'MI � l MlrfaMUM GRAOE FCR SEWER SERViCE CONNEC'f�GN SHALL BE 14 �Q �v ` o �. ` _ '. INTIRL BACK.PILL' li/m� FER FOOi 1 p �- o e'M I N �5' L I F?5) � -� <E sx ` E F z , 1 � a E r �0` {+p� EN BEDMEN " 7HOROUGHLY COMPACTE� I 6. AL.L SEWEF LPSERALS SHALL HqVE A MiNIMUM COVEfl DIRMETER Y MM � � o E p� � E o E Y p . � s O : ��n � � 5Y 4ANfi ON APPRO�iEJ �.. OF 4' Q �E� u ry�V � ,, uo nure�rr.ws '� �// J o 3 a� � �w nM yNf, {piypt, $P{.ING LINE /� � MECHANICAI T�VIr1PER I -- w � 1 JF GIPE U 5 PL.L SEWE0. LATERhLS SMALI HHYE A MMIMUM COVEA w5 un� � N I J � P �� � HAVNCHING �OF 3 FEE�. p � � �- � Z c NO. EB STONE - - o I Wn� SERmCE 7 W 1--1 � ' BEDOING 6' mdx SALT Q E � � �z r cauvxcssn�v . va� M+ic oine mwuwc L = w N SECTION A'A q �,,y� a' m�n raEnr� �.".F, �if� W �� r � FOUNDATION (SHALL BE = x a � m E ox .vvwwEc eauu N Z � o M • FINISHED GROUND E� . � E E � zor. mvvev � Z w u � REQUIRED WHEN SOIL .y1ARKE0. � CONDITIONS ARE UNSTABLE n�np .. m � }. z °�, (ALl PIPE) .. Qj � h ' NU - • V ' E OP uSE Ou DA�@ED Sw4tE inuRv � ` � U . . � �n� E N� a[rsrExtrvruerorEvno�c„ w+i[x[ nx iaxiwt� r O ,. . 'secra� e-e � ' ., I �os >� I M = aEo W U o� _����E =Ea�,�E � � � �� w°'e� r-�" °� xmEs a nc oencrra� rwew n�s,�. ALTERATIONS , ^�,F�. �sEp,u ,�< ,�,E Q' O " xm s �� �• NOTE �. �i z.oaes sw.0 ec n � t.OPEN CUiS IN PAVED AREAS WITHW EXISTING 'JDOT RIGHT-0E-WA.V SHALL BE PIUG END OF s. ipo„��a a ` O ♦���qy� �/�pq BACKFIL.ED ENTIRELY WITH NO. 21A STONE, MAlIJ1 LW SERVICE LAiERAI � P f11 va IRAOYIlOEv SECTION """"'o°°"°F � _ a iRAYCW�TlWL 2.FOR DVCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCPAPED � � � I _ EPIq\� Mi1N �� AND COI�iPACTE0. AND ALL STONES REMWED OR A 4' PEDDMG GF N0. 68 45`0'0` m � O �� �� �A ; STONE S��ALL BE GROVIOED i eµ�,�,� ox O u `o � � 3.WHERE F�CK IS ENCOUNTERED PIPE SMhLL BE INSTALLED ON A MWIMUM 6" o 0 0 � ���oE� E N L 2 � = BEDDING OF NO, 6E STON£ ' E ' � o E 'm E o= V . m�oeazc..Ee �' '" � N� �� E nN E � N u �$ a W i/� BEiN COV t�+v� J O y� u � i�v .ceu�veoi �� \ I G F c TYPICAL PLACE �AENT � w uN E wv E-rEE o o �•, p � V E -F- TYPICAL PLM�AENT � xEiEx v A7 x+TERSECTIOW a�GONAL �MtI�TION A7 w7ERSECnoN � TY P I C A L 5 E W E R P I P E P LA N eE�Es^p i a N �o - � WITMN CROSSWALK WIT}N CROSSWALK . c W I T H B U F F E R S T R P) I N S T A L L A T I O N I N T R E N C H v A R i E s `°"°°"""°"�'°° �o e n o. a = na aow .o E u� Fa cn.*wronw/ nw �aca�io .oa �.ru�. �woio e 112062 N a ar�on icai�wn M ro a aw �,v. rrr aw Nr inmix e r¢r Fa �tw � °°'°"'""°"' � `°" """A"""°a . 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V� � N T N � � �1 O� O� O J A J � W A W N W U W J W tA � � I � � I � � � ' � ' ' . � �, � � ' U O N W D N W O� O� P J �D A W W O N tA W J tA N � W T � COLLINS ENGINEERING REvisioNs DATE REVISION DESCRIPTION DATE REVISION DESCRIPTION o�a CO��i� 6/24/13 INITIAL SUBMITTAL ^2�'� z � �'y 200 GARRETT STREET, SUITE K - CHARLOTTESVILLE� VA ZZ9OZ - 4.�4.Z.9.3..37� .9 9/11/13 - REV[SEDVERCOND[IIONSANDCOMMENTS � ' ° y r a 9/25/13 BID SET INITIALISSUE `" R � n � PROJEC� � N � f.,, 10/31/13 ACSA SIGNANRE PLANS Zp � � � � „= s ti m LOCHLYN HILL PHASE IA & 1B ROAD & UTILITY PLAN - ,,,,4„3 — �o�NrS,�NAT�RE �,NS ��,rs�eM,nA� �'�'R �IN���`c o p �" O�i o 12/4/13 REVISED CIiY SU8MIT7AL PER 11/25/13 FEEDBACK N SHEETTITLE DRAINAGE AREA PLAN � ---- -- -- ------- -�-- --�� � --- -- 1/6/14 REVISED CIT'SUBMITTAL PER COMMENTS DATED 12/19/13 These plons and associated Cocuments are the exclusive properly of COLLINS ENGMEERING antl may not be reproduced in whole or in part and sholl not be used tor ony purpose � wholsoeveq Inclusive, but not limitetl lo conslruction, bidding, and/or construclion stakinq wilnout the express written consent o( COLLINS [NGWEERINC. II ��1'T �FG � f�'�' �SCOTT . COLLINS'z U No. 35791 ,2 r°�,o i�u��4 �,� Fes`S�ONAL E�Gl� DRAINAGE DESCRIPTIONS �s� Year- 10 r�o�e�r. i.00n�mH;u iobn: anaaw r�ePareaby: ictcw Tab�e 8: Pipe Design Table NLET OUILkTWh1ER D Q 5 H )�IVCIpNLOSS PNPL MEfWPTER RW PIPEINFORIVW110N INLETINFORAM710N srnmry s�xrnceaev zw � x p v p•v vrzs x nNcie x, x i.>x sx v �arncee�ev E�ev STR. NO. DIA. LENGTIi' SLOPE IM/ERT IM/ERT INLET Curb INLET SLOT RIM' COMMEMS PIPE DESIGN in. ft % IN OUT ���A� TYPE T STATION LENGhI ELEVAi10N 406.6 46.98 15 OJO 0.000 OA1 0.6 0.0 n = 0.013 for RCP n= 0.01 for HDPE pg DI-38 CG6 24+33 8 47779 VDOTSTD. IS-t REQ'D Z7 0.00 0 0 0.00 NA 0.00 0.01 406.66 413.5o P'� H drolo Pi e 27 15 260.57 8.93% 472.50 44923 RCP3 407.90 37.67 IS 3.12 0.002 0.09 2.5 OD p w p6 DI-3B CG6 21+72 10 457.49 VDOTSTD. IS-1 REQ'D zF 2.0 IJ 3.4 0.0 0.02 0 0 0.04 NA 0.02 0.11 408A1 413.11 g-' g I T 25 15 33.18 3.53% 449.13 447.96 RCP3 40930 157.44 IS 2.04 0.001 O.16 L7 0.0 = � 8 c E o = � t �o' y � a � 2H 0.00 0 0 0.01 NA 0.01 0.16 409.46 425.50 2 m � � _ x a -g �� � - E 24 DI-3B CG6 21+39 8 454.80 VDOTSTD. IS1 REtlD q042" 54J5 IS 5.60 0.008 OAl 4.6 0.1 " N � E " � - - < < m T 23 15 134.94 4,56% 446.96 440.80 RCP3 = _ ._ = E'., _ - o �- _ = a' q o x E � 2B 3.I 53 17 0.4 0.15 0 0 024 NA 0.12 0.53 404.80 412.89 q � Q Q E -�, � d � E s a _ > � E 22 DI-3B CG6 20+p4 6 447.31 VDOTSTD. IS-1 REQ'D 407.911 134.87 IS 092 0.000 0.03 0.7 0.0 'm w` - ti o o r _ d 'o _ _ � vi o > rc � O 21 15 37.48 272% 44070 439.68 RCP3 2D 0.00 0 0 0.00 NA 0.00 0.03 407.93 417.10 Pipemn:2e-oUT J c � 431.92 3623 1$ �.40 0.000 0.00 0.3 OA pg p6 O.ID �9� 0.090 0090 5.00 66] 0.60 O60 4)2.50 44923 260.6 0.01 0.0893 15 1930 ].OB 0.61 U 20 DI-3B CG6 19+67 8 446.33 VDOTSTD. IS-1 REQ'D 18B 0.00 0 0 0.00 NA 0.00 0.00 431.92 438.68 19 �$ 137.83 4.19% 439.58 433.80 f�P3 26 24 0.11 0.9� O.W9 0.189 5.61 64] O64 122 449.13 44].96 332 001 0.0353 15 12.14 626 0.09 w 420.ON 84.04 IS 0.59 0.000 0.01 0.5 0.0 p 1g DI-3B CG6 18+28 8 438.48 VDOTSTD. IS1 REQ'D �yg 02 02 0 0.0 0.00 0 0 0.00 NA 0.00 0.01 420.09 425.68 2< sz o.oz o.eo o.oia i.os� s.�o saa o.iz zoo ans.es uao.eo isa.s o.oi o.oas� i5 ia.ai i�.zs o.zo z 17 �5 16�.� 3.93°/ 430.82 424.$� RCP3 4209 33.0$ I$ 013 �.000 0.00 02 0.0 22 20 O.OG 0.90 0.03] 1.44 5.90 6.38 024 9.1I d40.10 439.68 31.5 0.01 0.02]2 15 10,66 9.31 0.0] � � �6 DI-38 CG6 16+67 12 429.� VD�T$TD. I$-1 REa� �ZD �.�� � 0 0.00 NA 0.00 0.00 42039 425.70 pp �8 0.13 0.55 0.0]2 1.195 5.97 6.38 0.45 ].60 439.58 i33.80 13]8 0.01 0.0419 15 1322 11.12 Q21 412.5 34.42 IS 0.57 0.000 0.00 0.5 0.0 � �5 1$ 36.�0 2.�% 422.$8 421.31 f�P3 18 16 0.19 0.55 0.10.5 1.360 6.18 6.30 0.86 8.51 A30.82 424.50 160.9 I 0.01 0.0393 15 12.80 H.12 024 6B 0.00 0 0 0.00 NA 0.00 0.00 412.55 418.50 14 DI-38 CG6 16+31 12 429.30 VDOTSTD. Ifr1 REQ'D 454A0 55.39 12 5.87 0.023 L28 7.S 02 is ia a.0 o.as osas i.sos s.a2 s.za isi s.se az.sa az�.a� es.i o.m o.ozss is n.iz io.zs o.as 13 18 132.93 1.38% 42071 478.87 RCP3 4B i inlet 0.00 0 0 022 NA N/A 1.50 455.50 �a �z o.3s o.s0 o2is tei9 6.48 s.zi tan �t3o a2o.�i qie.e� taz.s o.oi o.oiae �a iz.3s �.s3 o2e �2 ��-� CG6 74+� �� 426.�� VDOTSTD. 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IS-1 REQ'D 6 14.6 8.3 l20 LI 037 0 0 0.67 NA 0.34 222 4)0.47 417.83 a z o.to 0.50 oa5o 2829 z3o 5.99 0.3o is.�a 406.95 4032] n5.s � o.oi o.a3ie ie i8�3 ii.E� o.is 7 16 134.75 2.45%a 416.20 412.90 RCP3 414.1 134.75 18 14.58 0.019 2.60 83 03 6 D13B CG6 12+50 8 417.83 VDOTSTD. IS-1 RE(7D 8 ' 14.5 8.2 1B LO 0.36 0 0 0.63 NA 0.31 2.91 417A1 425.94 2 our o.00 oso o.000 3s9i zas s.e5 o.ao z�.as 3s9ao 3se.90 5�.8 o.oi o.oas3 ie za.oe ia.ei o.oe 5 18 86.35 2.39% 409.11 407.05 RCP3 417.5 78.08 18 14.46 0.019 1.48 8,2 03 Pipe mn:zo6�2a 4 DI-38 CG6 11+63 6 411.59 VDOTSTD. ISi REQ'D �� ' 132 7.5 98 0.9 0.30 0 0 0.56 NA 028 L76 419.26 426.10 24Bpipeinlet za i.so o.ss o.aeo o.aeo s.00 s.s� s.e� s.e� asaas 45320 ssa � o.oi o.osso iz n.eo is.oz o.os 'w 419311 36.05 18 13.18 0.016 0.57 7.5 02 Pipa mn:68-6 r� 3 18 115.60 3.18% 406.95 40327 RCP3 �g lL3 6.4 72 0.6 022 0 0 0.44 NA 022 0.79 420.09 426.10 Z � 2 MH CG6 10+48 - 40976 VDOTSiD. IS-t REQ'D 420.ON 132.93 18 1130 0.012 L54 6.4 02 se s o.io oe5 o.oes o.oe5 s.00 ss� os� os� an.�s anss as.a o.oi o.00sa is a.sz 2si o.zz ¢ O � 1 18 5177 4.83% 399.40 396.90 RCP3 14 10.0 8.1 81 1.0 036 0 0 0.52 NA 0.26 L80 42L89 42930 Pipemrtl2D-02 422.3 36.10 15 9.99 0.024 0.66 S.1 03 12D 120 0.06 0.85 0.034 0.034 5.00 6.69 023 023 419.56 419.39 33.1 0.01 0.0051 15 4.63 1.95 028 24B pipe inlet - CG6 0.00 - - VDOTS�ID. IS-1 REQ'D �6 8.6 7.0 60 0.8 026 0 0 0.52 NA 0.26 I.12 423.43 42938 � gg DI-3B CG6 10+3q.42 8 418.50 VDOTSTD. IS-1 REQD �ze �z o.oe �' o.�o o.oss o.oso s.ze s.se o.a� oss ais.� 418.8] aa.o o.oi omso is as� 2ss o.ss 425.5 160.90 IS 8.57 OAl8 2.63 7.0 02 pipemn� taB-ie 6A 15 34.42 0.56% 41175 411.55 RCP3 �g 7.6 62 47 0.6 0.21 0 0 0.40 NA 020 3.03 428.53 438.48 ~ 12D DI3B CG6 11+17.09 6 42570 VDOTSTD. IS-i REQ'D q3q.g 1;7.83 15 7.60 0.014 I.91 62 0.1 iee ta o.io � o.so o.oeo o.ao s.00 6.6] o.ao o.ao a3tii aao.az as.z o.oi o.00sz is s.ss z2s o.z� ' 12C 15 33.05 0.51% 419.56 419.39 RCP3 20 72 5.8 42 0.5 O.19 0 0 0.33 NA 0.17 2.08 436.85 44633 Pipemn:2o-2 ' W 12g DI38 CG6 10+84,pq 8 425.68 VDOTSTD. IS1 REQ'D 440.6 37.48 IS 7.0 0.012 0.4G 5.8 0.1 zo ze o.zs 0.55 o.i3e on3e s.ao s.s� o.az o.ez an.00 aos.so ian.a o.m o.oaoa is ii.zs s.av o.ai ^ 22 7.0 5.7 40 0.5 0.18 0 0 031 NA �0.15 0.62 44130 44731 � x ,.a'., 12A 15 $4.04 0.$0% 41J.2J 41$.87 RCP3 2B 2 �35 0]0 0245 0.&5] 541 6,56 1.60 5.60 A06.00 A03.P %.8 0.01 0.0605 15 1641 12.W 0.�8 V 441.8 134.94 15 7.00 0.012 1.59 5.7 0.1 N a a ti 18B DI3B CG-6 10+3623 8 438.68 VDOT STD. IS-1 REQ'D z4 5.9 I5.0 88 3.5 L23 0 0 1.35 NA 0.68 226 444.06 454.80 P'�"'"�2�28 Z r p p 18A 15 3623 0.52% 431.17 430.92 RCP3 448.9 � 33.18 15 L22 0.000 0.01 LO 0.0 zH zF asa osz o.am o.so� 5.0o s.s� z.oa z.on azo.ez aoe.ao isza o.ai o.mss �s ia.zi e.ss o.z� � m LL F 2D DI38 CCr6 11+g0 12 417.10 VDOTSTD. IS-i REQ'D 26 0.6 0.5 03 0.0 0.00 0 0 0.01 NA 0.00 0.01 448.97 457.49 2F 2e o2e o.so o.tse 0.4]5 s.z� 6.56 tti a.tz ao�.ao aos.so av o.m o.oios ts s.ss s.a2 o.iz f � ti o 2C 15 13M1.87 3.04% 417.00 406.90 RCP3 45023 260.57 IS 0.60 0.000 0.02 0.5 0.0 p��N��, p,}p � � p � � � ry z 28 0.00 0 0 0.00 NA 0.00 0.02 450.25 477.79 � pB ��-3C CG6 1�+$$ 1� 412.$J VDOTSTD. IS-i REQ'D 2J 2 0.15 0]0 0.105 4.105 5.00 6.61 0]0 0]0 4�125 4p5.65 49.0 0.01 0.032] 15 11.68 5.12 0.16 a ra Q ti d ti f 2A 75 54.75 6.45% 406.80 403.27 RCP3 � £ i Q � N w o 2H DI-7 CG6 11+7327 - 425.50 VDOTSTD. IS-1 REQ'D W � p z n u 2G 15 157.44 7.95% 420.82 408.30 RCP3 2F DI-7 CG6 10+4525 - 413.11 VDOTSTD. IS-1 REQ'D � � p �++ Z a ¢ W 2E 15 37.67 1.06% 407.30 406.90 RCP3 > ? � ,o„ vai a � k �n � a 2J DI-3B CG6 10+49 8 413.50 VDOTSTD. IS1 REQ'D � a m ¢ �U' N m _____ . .._.___ -___ -_ ._ - ___. _ .-.. _._ -_ - -_._ -.-_--- �^ � �� 2JJ 15 48.98 327% 407.25 405.65 RCP3 N � VQ � i � o N u V W 0 W K � staucttmE DaAwnce Table 7: Grade Inlet Design Table I � INLET 7YPE AREA PERIMEIER A C I Q D FLOW TYPE (P'r�) (F'r) (ncxEs) (M/HR) (CFS) Ola) INLETS ON GRADE, DESIGN(CURB SPREAD AND MLET CAPTURE) Intensity 4.00 Qntensiy is 4 inlhr for spread, and 6.5 inlhr for capaciry and depN) I�, 2F I-7 TYPE Ill GRATE 0.90 6.42 0.28 0.60 1.50 025 0.7 WEIR FLOW Manni s Ccefficient, n is o.013 ' 2F DI-7 TYPE III GRATE 0.90 6.42 028 0.60 210 0.35 0.8 WEIR FIAW Inlet dro Curb and Gutter Inlet 2H llI-7 TYPE III GRATE 0.90 6.42 0.24 0.40 1.50 0.]4 0.5 WE1R FLOW z 3 � 0 W M � � ,�+, ,M, � � 2H 1)I-7 TYPE ID GRATE 0.90 6.42 0.24 0.40 2.10 020 0.6 WEII2 FLOW �-�, : z � � ! Y � Q ry .�. ry m � a` � � - 2 8 ^ � - q � � �n rn rn � � ry � '� n - g `. _ c o x ^`� w, n _ - � a - = " e �e � - - p � � � - w � . � 8 m = "' � m g `S $ � $ � � s � u e m E y o = � A � q v ; ' � m � c `: p � �, m r e e ° $ s - � y g` � � N s € 4 � O o °' � _ - u �' E n o � < U c� O o a vi w' 3 v;i h F w A �in v'�i � � w O o tt ■ A 2D 3B 12.0 025 0.55 0.138 0.55 0.00 0.55 0.0200 0.0200 2.0 0.0830 4.1500 4.68 0.8] 3.5120 0.1 3 0.14P3 5.]6 2:08 1.00 0.55 0.00 „ ' INLE'fSINSUNP, DESIGN (CURBSPREADANDINLETSPREADlWDDEPTH) !, a 38 s.o o.io a.w o.aso o.so o.aa a.zo a.mw o.ozaa z.o o.oeso a.isoo z.so o.ss 3sizo a.ia'3 o.isas s.za i.is i.00 020 0.00 - v � 6 3B 8.0 0.19 0.50 0.095 0.38 0.00 0.38 0.0]W 0.0200 2.0 0.0830 4.1500 3.18 098 35120 0.145'3 0.1634 6.88 1.16 1.00 0.38 000 r Intensiry 4.0� (Intensity is 4 iNhr for spread, and 6.5 iNhr for capacity arM depfh) I 6B 38 8.0 0.10 0.85 0.085 0.36 0.00 0.34 0.0]50 �A200 2.0 0.0830 A.150p 3.05 0.98 3.5120 0.1463 0.1634 65] 1 22 1 00 0 34 0.00 � � Mannin s Ccefficien( n is 0.013 8 3B 6.0 0.05 0'!0 0.035 0.14 0.00 O.id 0.0300 0.0200 2.0 0.083� 4.1500 2.60 0.99 3.5120 0.1 3 0.1669 3A2 1]5 1.00 0.14 0.00 M If11EI df0 Curb and Gutler � Inlet 12B 3B 8.0 0.08 0]0 OA56 022 0.00 022 0.0300 D.02(q 2.0 0.0830 <.1500 3.10 0.92 3.5120 0]683 0.1546 433 1.05 1.00 022 0.00 M " 3 RD 3B 6.0 0.04 0.85 0.034 0.14 0.00 0.14 O.W00 0.0200 2.0 0.0830 A.1500 2.59 0.99 3.5120 0.1a�3 0.1669 338 iJ8 1.OD 0.14 0.00 - (��f � z ,p m 14 3B 12.0 0.36 0.60 0216 0.86 00� 0.% 0.0510 �.0200 2.0 0.0030 4.1500 4.56 0.88 3.5120 0.16Q3 0.1488 9.4] 1.2] 1.00 0.8G �.00 � �^, g `a I zy ^ w � 16inlat 38 12.0 0.35 0.55 0.193 0]1 0.00 O.T/ 0.0590 �D200 2.0 0.0830 4.1500 4.% O.W 3.5120 0.143 0.151] 8.92 1.35 1.00 O.T/ �.00 (h � � � S $ o - 18 3B 8.0 0.19 0.55 0.105 042 0.00 0.42 OA500 0.0200 2.0 0.083� 4.1500 3.56 0.9] 3.5120 0.1483 0.1619 6.38 125 1.00 0.42 0.00 - � � n Y � � � � n � � e � � 0 18B 3B 8.0 0.10 0.60 0.060 024 0.00 Q2d 0.0500 0.0200 2.0 0.083� 4.1500 2.89 0.9] 3.5120 0.14Q3 0.1619 SA5 1.58 1.00 024 0.00 i � � a' � q $ �, � '� '� e g I e � o " 'o q p0 3B 8.0 0.13 055 00]2 029 0.00 029 �A500 �.0200 2.0 0.0830 4.1500 3.08 0.98 3.5120 0.14�3 0.1634 541 1.48 1.00 029 0.00 - T � -p � g - � � o _ � I� � � o a - 9 � 22 3B 6.0 0.04 0.90 0.03� 0.15 0.00 0.15 O.W00 �.0200 2.0 0.0830 4.1500 233 0.99 3.5120 0.1483 �.1649 4.31 139 1.00 0.15 0.00 - 1 1 1 Q � o J o 0 q � m . m � � a E 24 3B 8.0 0.02 0.90 0.018 0.09 0.00 0.0] 0.0600 00200 20 0.0830 4.1500 1]8 0.99 3.5120 0.1483 OA669 3.18 2.51 100 009 0.00 - W � J ` i n > < U � O O O m . h 3 oi w r w° � i- rc p6 36 10.0 0.11 0.90 0.099 0.40 0.00 0.40 �.0850 0.0200 2.0 0.�830 4.1500 3.15 0.98 3.5120 0.14�3 �.1634 ]2] 1.3] 1.00 O AO 0.00 - N � � IeR 022 0.60 O.t32 0.53 0.00 0.53 0.0010 0.�200 20 0.0 30 4.1500 B.OB Oi.69 28 38 8.0 OAO 0.90 0.090 0.3G 0.00 0.% O.h130 0.0200 2.0 0.�830 4.1500 3.96 0.9] 35120 0.14 3 0.1619 5]3 1.d0 1.00 0.36 0.00 - nght 021 �.80 0.126 0.50 0.00 0.50 0.001� 0.�200 20 0.030 4.1500 ]96 O169 2J 3B 8.0 0.15 0]0 0.105 0.42 0.00 OA2 0.0105 OA200 2.0 0.0200 1.00W 4.]] OJB 2.0000 0.0 3 0.0850 5.89 1.38 1.00 OA2 0.00 Pi No. Size inches �De th feet Easement W idih R 'd feet Easement W idth Provided feet - Q � STR 10 3C 10.0 combl�0�ow 1.0 0.10 0224 5.19 ppB Inlet 2B 6.0 002 0.90 0.018 0.0] 0.00 0.0] �0858 0.0200 2.0 0.0830 4A500 1 fi6 0.99 3.5120 0.1 3 0.1649 3.55 1.13 1.00 0.0� 0.00 a t t8 8] 20.9 2i - � �n o.zo o.eo o.izo o.ae o.00 o.ae o.aoio o.ozoo z.o o. ao a.isoo zeo o�ss p� � c� 3 18 5.4 14.3 20 (n z ngh� 010 0.60 0.120 0.48 0.00 0.48 0.0010 0.0200 2.0 0. �30 4A500 1.80 Oi.69 w 5 18 6 15.5 20 7 J Q Z t � 7 18 77 18.9 ZQ STR 12 3C 10.0 combiretl tlow 1.0 i 0.10 0214 4.80 � J „ z ien aie o.�o o.izs oso o.00 a.so amm o.ozoo z.o a.o 00 �.0000 �.sa o�.sa � � 9 18 B 19.5 20 > Q ° w ��yn� o.n o.�o aiis o.aa o.ao o.ae o.00io oozoo z.o o.000 �.0000 zn o�.sa � 11 18 5.7 14.9 20 (n � � cn 13 78 6.5 76S p0 STR28 3C 10'J combifzGBow t0 �.1a O,Y» 4.W W �,/ � o�J 15 15 6 15.3 20 ' guUer bngiWdinal sbpe of 0.�107 shouW be used in a sump condition � , ^ � � 17 15 6 15.3 20 - grate inleis (DI-7) in open pa�sment areas will not ha�e a wrb spread, but will ha�e inlet spread and depih 1 , 1 J ` o 19 15 52 73] 20 -for inlets draining to storrcmaler management facilities, fhe 6.5in/hr check storm vnll suffice for the 10yr cony�yance to the facilities � � � ° � 21 15 5 13.3 20 � � � � � 23 15 7.8 18.9 20 � � J ; N 25 �5 s.e is.s 2o Table 7: Grade Inlet Design Table ' � 2 Q V v � 27 15 6.4 16.1 20 �i V F--I - ° � 2A 75 5.7 13.5 20 W v INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) i �jJ 2C 15 5.6 14.5 20 � � a � 6A 75 � 4.9 13.1 20 INLETS IN SUhP, DESIGN ( URB SPREAD AND INLET$PREAD AND DEPTH) Y U� Intensity 6. (Irtlensity is 4 in/hr for spread, and 6.5 in/hr for capacity antl depN) Q 12A 15 6.1 15.5 20 Mannin s Ccefficient n is 0.013 LL� Q =° t 12C 15 � 4.6 12.5 20 Intensity 6.50 (Intensiry is 4 iNhr for spread, and 6.5 iNhr for capaciry and depih) Z T� 18A 15 ''�, 6 15.3 20 Manni s CceKcient n is 0. 13 I let dro Curb and Gutter Inlet ■ /� � a I c L Inlet dro Curb and Gutler � Inlet = m � I � Q � 3 � = = m _ � J L o 3 zsc is z zs zo g ` ' J Q 26A 15 2.3 7.9 20 I'i =_ a N _, � � .o � � � � �1 � o 2E 15 53 '13.9 20 ' � � I � c � � q � � � z 2G 15 5.3 13.9 20 � _ � Y g o =- z i � ` ; a �' " � � �-��, z o - r � � W = w „ 2JJ 15 4.8 12.9 20 = „ '� a °„ __ " e � � y � �° � =� m ' s � ° � ,*„ � ; � m � o � o g � W $ °, ` � ��, � m � "' 3 a E � � � � o � �' � � � 3 = � _ " � �` @ � `2 �' � � ��/� z v, : $ = � � _ s ` d a � � - � � � 's W W m a e 3` v � b � y ., c = w ry � � @ G m N �n .� li N � c a m V/ � � H � �o �' � C � W O � �-�° w y � � � � 6 E d � Q Cl U O F1 O m �n � N N H W n v� N 0 J W O O u K � � �T p a a O .f d ti c� O O � oi. m` 3 m oi ,- w � r rc 2D B 12.0 025 0.55 O.flB 0.89 0.00 0.89 0.0200 O.M00 20 0.0830 0.1500 5.61 0]5 3.5120 0.1463 O.t298 ].82 13B 1.00 0.89 0.00 � y � V lell 0.22 0.60 0.132 0.86 0.00 0.86 0.0010 0.0200 2.0 0. 30 4.1500 9]0 i058 a 0 B 6.0 0.10 0.50 O.OW 0.33 0.00 0.33 O.WW 0.0200 2.0 0.0830 4.1500 3.00 0.98 3.5120 04483 �.1834 645 0.93 0.99 0.32 0.00 - W�/ U �� ngh� 021 0.60 0.126 0.82 0.00 0.82 0.0010 0.0200 2.0 0. 30 4.1500 9.53 i�59 6 B 8.0 0.19 0.50 0.095 0.62 O.OU 0.82 0.0I50 0.0200 2.0 O.OB30 d.1500 3.81 0.96 3.5120 0.1463 �.1605 8.53 �.94 0.99 061 0.00 - LL O � o STR10 3C 1UA combiretlllax 1.1 0.14 0.310 ].11 6B B B.0 0.10 0.85 0.085 0.55 0.00 0.55 0.0I50 0.0200 2.0 0.0830 A.1500 3.66 0.9] 3.5110 04483 0.1619 8.10 0.99 1.00 0.55 600 - � � p o+ IeM1 020 0.80 0.120 0]8 0.00 0]8 0.0010 0.0200 2.0 0. 30 d.150� 9.36 i0.61 8 �B 6-0 005 0]0 0.035 023 0.00 023 0.0300 0.0200 2.0 0.0830 4450D 3.12 098 3.5120 0.1463 0.1636 422 1.42 1.00 023 0.00 - /n °�'o iigM 020 0.8� OA20 0]8 O.W 0]8 0.0010 O.OZ00 2.0 0.0 30 4.i5W 9.36 i0.61 128 B 8.0 0.08 0]0 0.055 036 OW 036 0.0300 0.02W 2.0 0.0830 4.1500 3l2 0.86 3.5120 p.1463 0.1058 5.50 1.45 1.00 0.36 0.00 - V i a S1R12 3C iliA oome��eanow 1.6 0.14 0296 6.]] 120 B 8.0 O.00 0.85 0.034 022 0.00 022 0.0300 0.0200 2.0 0.0830 4A500 3.08 0.98 3.5120 0.1463 0.1634 4.1] 1.44 1.00 022 0.00 0 0 IeM1 0.18 0.70 0.128 0.82 0.00 0.82 0.0010 0.0200 2.0 0.0 1.00p0 9.53 i0.46 i4 B 12.0 0.36 0.60 0218 1.40 0.00 1A0 0.05]0 0.0200 2.0 0.0830 4d500 S.dT 0.81 3.5120 0.1483 0.1385 12,12 0.99 1.00 1.40 0.00 � d dgM 0.11 O]� 0.119 O.T] 0.00 O.TI 0.00f0 O.OY00 Y.0 0.0 1.WW 9.33 i0.46 i8inlet B 12.0 0.35 0.55 0.193 125 0.00 1.25 0.05]0 OA200 2.0 0.0830 4A500 523 O.B1 3.5120 0.1463 0.1428 11.33 t06 1.00 L25 0.00 N t � SiR2B 3C tu.0 combireCTax 1.6 0.1< 0.340 6.81 18 B 8.0 0.19 0.55 OA05 0.68 0.00 0.68 0.0500 0.0200 2.0 0.0830 44500 <2] 0.95 3.5120 0.1483 0.1590 ].91 1.01 1.0p 0.68 0.00 - 1 1 � ' gutter longiludinal sbpe of 0 001 shoukl be used in a surtp condifion 18B 0 8.0 0.10 0.60 0.060 099 0.00 0,39 0.0500 0 0200 2.0 0.0830 4.1500 3 96 0.95 3.5120 0.1463 0.1590 6.26 128 1.00 0.39 0.00 - V w o 0 - grale inlels(DI-7) in open pn�ement areas vrill no[ha�e a curb spread, but v.ill ha�e inlet spread antl deplh 20 B 8.0 4.13 0.55 0�]2 046 0.00 046 0 USW 00200 2D �.0830 4.i50D 3J0 0.96 3.5120 0.1463 �.1fi05 6.]1 1.19 1.00 0.46 0.00 '" " -forinktsdraininglostorrrv,c�termanagementfacilifies, me6.5iNhrcheckstormwillsufficeforthet0yrcon yancetothefacili0es 2z e s.o o.oa oeo o.oa� o.za o.00 o.sa o.osoo o.ozoo z.o o.oeso a.�soo z.�e o.s9 as�zo o.�asa o.isas s.sa i.ia i.00 o.zn o.00 G � E v 24 B 8.0 0.02 0.90 O.D18 0.12 0.00 0.12 0.08W OA200 2.0 0.0830 <4500 2.13 0.99 3.5120 0.1463 0.1618 J.95 2.03 1.00 0,12 0.00 - O w � E 28 B 10.0 OA1 �.90 0.089 0.69 0.00 0.64 0.0850 0.0200 20 0.0830 4.1500 3]8 0.96 3.5120 0.1463 0.1605 9.02 tAt 1.00 O.B4 0.00 i �=/1 v 0 28 B 8.0 0.10 0.90 0.090 0.59 0.00 0.59 0.0930 00200 2.0 0.0830 4.1500 4.15 0.93 3.5120 0.1463 0.1561 ].18 1.11 1.00 0.59 0.00 ]OBNO. � 2J B 8.0 0.15 �]0 0.105 0.68 0.00 0.68 Q�105 0.0200 2.0 0.0200 1.0000 5]3 0.69 2.0000 0.0&33 O.OT/S Zfid 105 1.00 Ofi8 0.00 - ���OC� 9 n 2dBinlet B 4.0 0.02 090 0.018 0.12 0.00 0.12 0.0858 0.0200 2A �.0830 4.1500 199 0.89 3.5120 0.1463 OA649 4.% 0.92 0.99 0.12 0.00 � °�, x v SCALE � > v � N/A � _ ov SMEEf NO. - a o 9 v o � 3 � I I� NOTES: LOW PT STA: 11+40.92 1. STORM PIPE SHALL BE CLASS llI RCP, OR HDPE. HDPE , LOW PT ELEV: 481.17 .��TH OF� SHALL BE INSTALLED PER THE i/DOT STANDARD HIGH PT STA: 10+3�4.26 PVI STA: 11+04.94 REQUIREMENTS AND SPECIFICATIONS, INCLUDING GRAI/EL HIGH PT ELEV: 48�.63 PVI ELEV: 482.14 O r'�� PVI STA: 10+4�.35 K: 26.00 � SCOTT . COLLINS� BACKFILL MA TERIAL. A M!N/MUM OF 1' COl/ER O l/ER LVC: 71.96 STORM PIPES MUST BE PR01/IDED. i K: 75 , . . ; � + � i ' � , ; ' � ; : U No. 35791 ,�. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST ; � � ; ' �' � HIGH PT LEV: �480.09' i � E ; � � � a, r- ; a, .- HIGH PT ST : 12+�50.50 ; � : � ' ' ' i i PREDOM/NANTLY OF SOIL AND BE PLACED lN SUCCESSII/E I i LVC: ' 0.18 � • � � � � I ; ; � ! I ` � � � � I ` I � �0� �IUI�`� � 490 � SF � + oo d' � : co r- pVl ST : 12+0�.27 HIGH! PT E EV: 4p7.5'Y i ' ; ; ! F ' � � ' ; 490 0 �s" UNIFORM LAYERS NOT MORE THAN 8 /NCHES /N �; ; 00 - . , + , ; -�- i ; ' ; ' ; ; ' ;-- - '`'� ti� B CE: 48�.63 + + � ° ' � ' ' S'sf ONAL E�� THICKNESS BEFORE COMPACTION 01/ER THE ENTIRE o ,, ; ! � K:,30.96 Pul ELE' : 475.$6 � ! ` ' I ! I � ' ' j � ' i I � � EVCS 10+��.44 � � ! �- w i i � � ' � ; � I � I ROADBED AREA /N ACCORDANCE WITH t/DOT 2007 ROAD � � '-'�' v LV : 50.OQ � �_ _ f _ i � ' ; � ; � � � � . K: 2� .29 ; � ( ! � I � 4 '4._3� AND BRlDGE SPECIFICA TION 303.04. �� � � -----fi- , v w - j� a, ; r � ; • � • ' -- �" I ; � �- - --rt- -}- --�-.--;---�-- -�--=---- � ---�--- I, ', --�----�----- �- - i / 'I � � , N O � N r7 � i � � � � �� , � � ; --�---------i 3. ALL FILL MUST MEET 959 COMPACT ON. � ,,�.p9 > ; , w � o � • o � o � � ! � � � i � i � ; � � i � � 4. MINIMUM 3' OF C01/ER MUST BE MAINTAINED 01/ER 485 I _ _� , q �°� : __ ( o0 00 � t� °r° �' `r'• � '� o � ; _ ! � _ _ _ ( � _ } i _ � � � � ^ _ � _ _ � ! i i ! 485 SANI TARY SEWER. �I �9 -�---- --,- � � I � � � � � ' � ' i-;---�- - --� --�---�- �- � ; i i - -T-- -j--�-- - -;---�--- --1---- --------f- ---j---- � a � � � � � , I �� � � � i � � �� � , 5. MINIMUM 3 OF C01/ER MUST BE MAINTAINED 01/ER W/L ' , I ; , i � ( ' ( i ; i : I � c�`'.� � i.. v Nw � ri � � E j ' � ( ; I i ; i i I � j I , � 6. M/N/MUM 1 OF �ERTICA� SEPARATION FROM STORM � _� ' ` � � , --t-- ._----,----:---- --;- ----1------�--- - .. --;-_ � i � ��_ ���_�����_��_����� , SEWER & W L AND 1.5' OF SEPARATION BETWEEN W L & ; ,, , m --------� w .. � � � i T�" -f----'.--� �-�- -�--I,-- �-----�----- ---- , ' > , D � � . , --�------� SAN/TARY SEWER MUST BE PR01/IDED. � ! 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' ' o ; , � ; STA. 14+98.42 �r' � � ' � , P T l/DOT STANDARD � , i , '; 440 O SHAL� BE INSTALLED ER HE 440 i � i ' i � ' ' � � STA. 13+84.29� I � ! � ; ; ' ' � � , . ; , . _ � � , i � , ---_- - --- ------ TP 426.10 ' ' --�__ ------- - -------- - ----- ------- ---- --- -- --- -- ------ ------ ----- ----- -- -_ -- -------------- ---__. , i � _ __.._. -- _----- _---- -- --- -- - ._._. ,__-----. .__ , -� ----- -----r---- --�------�----- ---r----------{----- --' -- - I' -;- - --r- - --- - - -- - - � __� -____ ---_____;-__--- --;-- --;-- ---,-_ - --r _ _ ; � , REQUIREMENTS AND SPECIFICATIONS, INCLUDING GRAI/EL , � , , � TP=425.94; � � INV IN: 418.87 TO 126 i -i ',�/�' � ' 1/ R i � i i i , � - �, , , BACKFILL MA TERIAL. A MINIMUM OF 1 C01/ER 0 E , i , , INV (hJ: 416.30 TO 10' i i , I , , , � � i INV IN: 418.87 TO 14 � , � � „ STORM PIPES MUST BE PR01/IDED. � � i ' � � �.1 • 416.20 TO 6� � ! � PRObOSED' G AD r " I 15 CL III RCP ' ' ` I N V 0 T. 'i ; • �i R __ . --..__ -- - � � , __ _'_ ' . ��. - -._... : ___ _ - -- : - - _ ; --.._. ____.. _ _ --- �--_.._ - _ __ _- __ __ _. _ __ _ __ _ __ � i ___.. ._,_ _.._ -�-_ _____�.. ____ ._INV OUT. 418.77 TO 1� ,_ --- , - -- _ -.. ._-- --- ---- --__ _..__.. �--- -- ,--- - - � - � _ _ __ __ __ i. _ ._ ___ - . _._ _ . I.._ !.._ _ _ .. -- -- - . ...._.. __.._.__ . _._. ., . , �_ _ _ _ ;_ _ _... . . �_ _- .__ ; _ , __ _ _ � � 1 - -- - - ,, 19 ; ; , , 1�■�I 2. ALL ROADWA Y EMBANKMENT MA TERIAL SHALL CONSIST � ' � � � , � � ' � , , , ' I I ' I ; � i , ,.: ;, , � 37.48 LF' O 2.72� � ' � � � i � - r:% � � ' ' P ACED lN SUCCESSII/E i i i � i i � � � PREDOM/NAN TL Y OF SOIL AND BE L i i i I , , ;, , > � i , � � , � ' � , � , , ; i i , i !/ ,; �;% , � i ; i � 435 UNIFORM LAYERS NOT MORE THAN 8 /NCHES lN 435 � � _-___ _- , , , ,;; � � i , i : ! � ' i i - ---- ---- - ---------- - - - - - - - , ; , , , , , , , , , ; ; , ; ; � � ---- � � ; , � � � � ---------- --_____'-------�----- --�--- -T--- -.-- ----.---- -� -- -- --- - - ---- �„_�� - - - - - ----- -- - - ---- -- --- ------- - --- -- - - --__--�----- ------ ----- - ____---_. - ----- - ----- ----- -----�-- �- . -� ; - - - - - W _--r_- -- � , ,_--- ---- r + } ; } �- , , , ' ; cn THICKNESS BEFORE COMPA C TION 01/ER THE EN TIRE �------I ----- ;-------i----- -� - ----;- � . � � � ; � i ; i I ; � � %�' A T R A� , ' �/ �+ ! � � i I ! I i ' i, f , ,� , � , , ROADBED AREA lN ACCORDANCE WITH 1/DOT 2007 ROAD � i ; � i ; ; ; � � �o'� � �i x � � � ; ; i i ; k � , , AND BRIDGE SPEClF1CATlON 303.04. ; � ; ! i � � � ; : ; i ; ' I � ° N , , , � � .0% U J � ' � ' ' 1 � - � ' � � �� � - - - �----- - --------� -�----� ------ ` ---------- - - �------ - -- --- ------ --___. .----�-� --- --- _ . . . -'-- .._._.-- ---.. ....-- ------ --- - ------ ---- -- --- --- ------- ------ i i : � �-�-----�-�-- --- .'_--... --'--- ._...._._..�.. . ._------- -�---._.. -----�-'- --�----�- � ------ � � ----� -- --- � --- --� ---- ------- ' ------ --- - �-- ---- � - - ��. -. - --- - - �- -� - -�- --. _...J._. -- --- ----_� _ ----'----- - - -- -f- -' 4 t - - - - - - Q a .-� �__-- __ _ _ _-- -------i-----. ._ .:.--- --�..__.. .--- --__L --- ' - --- �--- _ , _- � I ; � � t , ; ; �_ � I- m 3. ALL FILL MUST MEET 95q COMPACTION. i ; ! STR:6 DI-36, L=8 i ; i : L � f � i � � , , , � , � , � ; � i I I � �'; � i � ; ; ! ; ,'' j ' 4" �AN � � � � , , ; � � STA. 12+49.5�4 � � � z w 4. MlNIMUM 3 OF C01/ER MUST BE MAINTAINED Ol/ER i ; , ! ; � � I I , � I � I ; ,�/ i.: LATE�2AL � � m � a , ; � TP=417.83 � � , , : ;:- �oT a , , 430 SANI TAR Y SEWER. 4 3 0 i ; i - _ -- - -- - - - - - -- -- -- ----_- --� -- � � - -- -- - -- -- - -- � -�----�-- -Y----- - -- - - - - r� 0 --- --- - --- ------- -- -- - - -F- - - - - -+- ----- -- - -�- STR: 4 DI 3B L-6 - - �- -- - - -- � � , , , � - �-� ; � � / � : � +- � � , � z,5� i ; p cn I V TO 8 � , i IN IN: 412.90 i � cn 5. M/N/MUM 3' OF C01/ER MUST BE MAINTAINED O1/ER W L � � 17 � � � � STA. 1+63.1 � I � � , i � z t� w cn � , � I � 1 9 ; � ; � p Z �n �- , � INV IN: 411.5�� TO 6B �I� , � ;i 4" sqN , � p � cv z 6. MINIMUM 1 OF 1/ERTICAL SEPARA TION FROM STORM = � ; I �, /1.od' C TP 411.63 � ; i � : � , ¢ cn g � � w � i I , ,; 1 ; , , Z U � � � � INV OUT: 409.11 TO 4 i i , ATERi4L � u, � 1--�""i I M I N�. i� a ' ' I i i ; � ' ` ; ,. 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VDOT ; � _ S N ,� � � � I I I t � TM � tn Q � � 0 N � f � � � � I .-� Z U Q F- m WI TH HEIGH T GREA TER THAN 12 FEET � � � ; �� i � � � , , i ATERA� � ISTR:2 MH ; I o cn a � �-. � � , � � , � ; � !� ; , �; ; 0T 1� _ __. _..._ _ - ---- _ , ' : ; � _ ..__-�--..._._ _ ' _: _-- ' -...__. ' _�--- ---- -- -- ____ ._i-- _--- ----_�..- ---- - . -- _ ... <- -- - _. _._._ _ _-- - --- -- ___. _--- --- _. __...... _ _.. __. .. � _�_.___. - -..__ ___�_----- __--- -- __ � -- -�--_- , -._ - ---�- -- --__ . ., �. _-- - - . - -- - - - .-. RAINAG _..._i .--_... ; - , 9. STEPS SHAL� BE REQUIRED ON ALL D E i , _____�. __ ._..- � ---.-- � -------- -_.. _I..._. ._-- --- . .__----I- -.----- -.----- �-.._-._. _.. _ , , , , �S , , , -r , �u c� z cn f • , ; ; fSTA. 10+47.59 i � ' , � I ! � , ; � , . 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' ATERAL; � 1 S CL II) RCP , VDOT STD. EC-I L. 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STR:2H D1-7 i ; J � �"'� N z � STA. 11+95.11 � Q �-1- �° �' 430 i ' 430 ` ; � � _ TP=425.50 ; � O z � w _ I INV OUT: 420.82 TO 2F � O o z S T R:1 8 D I 3 B, L=8 ; i i , ; W � � a J � ; STA. 18+28.35 ' ' ' ; , 450 ; ! , j ; i �- a = o TP=438.48 i , STR:2B DI-3C, L-10'j-- ' -- - - ----- , � � �- m _ .._ _ _. _ _ U _ -� _ - -- ---- -�----- ------ ' -- � INV IN: 433.80 TO 20 � ` ' � � ' j i � ! ; STR: 2D DI-3B L=12' � ° o I N V I N: 4 3 0.9 2 T O 1 8 B .1 �' !STR:2J DI-36, L=8' STA. 10+54.75 i i � , , � !, � ! ' , ; ' 0 � � S T A. 1 0+4 8.9 8 T P=4 1 2.8 9 � S T R:2F DI-7 � ; i � I i i STR:2B DI-3C, L=10 C STA. 11+89.62 � � E X I S U I N G 4 2 0 ; � ' � ; ; 4 2 5 4 3 0 I ; ; 4 3 0 � J W r � INV OUT: 430.82 TO 16�� -�"--�, � STA. 10+37.67 STR:2 MH � STA. 10+54.75 I TP=417.10 � 3 N GRA E ;TP=413.50 INV IN: 4Q6.90 TO 2D , ; ; ; ; _ I � ' �INV OUT: 407.25 TO 2 �NV IN: 406.90 TO 2F j TP=413.11 i i ; ! I I � I STA. 10+47.59 Q � � � o ' � TP=412.89 INV OUT: 411.00 TO 2B � 445 ! 445 � ' INV IN: 408.30 TO 2H ; ; ,� ; EXISTING � GRAD TP-409.76 � INV IN. 406.90 TO 2D I , I i � � - ' STR: 2 MH ____ --,__ -_ ' INV OUT: 406.80 TO_ 2 ; ; STR:6 DI-3B, L=8 ; � � � = w � � .__ _ T--- - �_--- -; +-----�-- , , , i - -- --+, � ----- -INV OUT: 407.30 TO 28 -- r-- � ; - , STR:6B DI-3B, L=8 � STR: I- , L=8 V N� • B � INV IN: 4 . � �, i i STA. 10+47.59 � � � � I ; � � • • I STR:12 DI-3C, L=10 NNV� IN:4403 27T�024 ---- ------- INV OUT: 406 80�0 F - -- -- ----- Cn o ` STA 12+49 54; 12B D 3B _ f� (� � i i ! ; ; � STA. 10+34.42 STA. 10+84.04 ; � ( ~ � 3 i TP=409.76; � ; ; � � i TP=417.83 STA. 14+98.42 �35 INV IN: 405.65 TO 2J , � ; i i , C � �, PRO OSED � ; 415 420 ! ; ! � 420 INV IN: 412.90 TO 8' TP=418.50 TP=426.10 TP=425.68 � � ! � 415 W G „ ° � ' G R A�E INV IN: 403.27 TO 26� ' INV OUT: 411.75 TO 6 INV IN: 419.39 TO 12D INV OUT: , 399.40 TO i � I N V I N: 4 0 3.2 7 T O 4 i i i i , ; I N V I N: 4 1 1.5 5 T O 6�� I N V I N: 4 1 8.8 7 T O 1 2 B ' `" � � � a � � ! � INV OUT: 409.11 0 ! � INV IN: 418.87 TO 14 INV OUT: 419.29 TO 12 I � .� � INV IN: 405.65 TO 2J , i ;; i � , � i � I � ' Q ° � 440 '; I 440 � ' ; ' ; j � ( W INV OUT: 399.40 TO I _�_____�. � � ' ____;______�; __ � V_�__. INV OUT: 418.77 TO 10 -- ! STR: 12D DI-36 L=6' � � � � STR:18B DI-38, L=8' ---. __ _----1 __�_�_... ----i--- -- i : , , ; �- i ----� � - --7 EXI�TING RADE' ' ------- --- -- -- - - ------ ~ _ �' STA. 10+36.23 � � � !� � ��� ; � � � � � i STA. 11+17.09 � ° " - I ;___ TP=438.68 410 � � 410 415 j I 2 �' ± i i ; 415 420 � � � i 420 - • G �G - ' i� � _ 430 OPOS D GRADE TP 425 70 ' RAD � �---- ---- ` - -- INV OUT: 431.11 TO 18 ' ' , ' ' ' � ' ! � INV OUT: 419.56 TO 12B 410 ,. ; ._ �;` - 410 -� � ° 3 � � ( ' � I I i i�,+ j � ; ! I ( , � 2 � 1-J � � 435 � 435 � ` ' ! 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THE OWNER/CUENT OF 7NlS PROPERTY /S: AND S�O/MENT CON7ROL PRACTICES IMLL BE CONSTRUCTED AND CONTROL MEASURES: PURPOSE.• p� � MA/NTA�'NED ACCORD/NG TO M/N/MUM STANDARDS AND SPEClF/CA TIONS OF THE PURPOSE OF TH/S LAND-D/STURBING ACT/VI'TY /S TO CREA TE PHASE /A & lB OF THE LOCHL YN HILL MEADOWCREEK DEVELOPMENT, LLC THE Vl GIN/A EROSION AND SED/MENT CONTROL HANDBOOK AND V/RG/N/A � �__=1 EX/S17N� CULVERT 230 CHESTNUT OAK LN REGU�710NS VR 625-02-00 EROS/ON AND SED/MENT CONTROL EROS/ON AND SED/MENT CONTROL MEASURES: PROJECT. 7NE TOTAL ACREAGE TO BE DISTURBED IMTH TH/S PLAN /S 13.28 ACRES THE EST/MATED START �SCOTT R. COLLINS'Z CHARLOTTESIA'LLE, VA 22903 /T /S AN17C/PATED THAT A COlYS7RUCT/0N ENTRANCE, TEMPORARY 0/VERS/ON DATE FOR THE PROJECT lS NOIiEMBER 1, 2013 AND FINAL COMPLE770N SHALL OCCUR 120 DAYS LATER BY '" CULVERT REGULATIONS APR/L 1, 2014. � No. 35791 ,� 2. THE DEVELOPER OF TH/S PROPERTY IS: ES-2: THE PL�N APPROV/NG AUTHOR/TY MUST BE N077F/ED ONE WEEK PR/OR TO D/KES SED/MENT BAS/NS OUTLET PROTECT/ON /NLET PROTEC770N AND SILT � Q DROP 1NLET & STRUCTURE N0. MILESTONE PARTNERS THE PR�-CONSTRUC710N CONFERENCE, ONE WL�EK PRIOR TO 7HE � � ' ' EXISTING SITE CONDlT10NS• �,�, ���I�e� c{,'�' COMMEIIICEMENT OF LAND DISTURB/NG AC771/ITY, AND ONE WEEK PR/OR TO �NCE WILL BE /NSTALLED TO CONTROL SURFACE DRA/NAGE. TEMPORARY o � 300 2ND STREET NE THE EX/ST/NG S/TE /S PART/ALLY CLEARED Wl7H ONE EX/STING HOUSE & ACCESSORY STRUCTURES THE � � CURB CHARLOTTESVILLE, VA 22902 THE F/MAL /NSPEC710N. SEED/NG WILL BE USED /MMED/ATELY FOLLOIMNG ALL LAND D/STfJRBANCE REMA/N/NG POR710N OF THE SITE !S CURRENTLY WOODED. �sSIONAL E��� 3 THESE PLANS HAVE BEEN PREPARED BY ES-3•ALL EROS/ON AND SED/MENT CONTROL MEASURES ARE TO BE PLACED PR/OR AC71V177ES. TEMPORARY STOCKPILE AREAS WILL BE MA/NTA/NED FROM TOPSOIL ADJACENT AREAS• CURB & GUTTER COLL/NS ENG/NEER/NG, lNC TO OR AS THE F/RST STEP /N CLEAR/NG. THAT WILL BE STR/PPED FROM AREAS TO BE GRADED AND STORED FOR LATER THE SITE /S POSl770NE0 ALONG THE SOUTHERN S/DE OF PEN PARK LANE EAST OF R10 ROAD EAST. lT 1S PROPOSED PAI/EMENT 200 GARRETT STREET, SUITE K � ES-4:A COPY' OF THE APPROVED EROS/ON AND SED/MENT CON7ROL PLAN SHALL SPREAD/NG. STOCKPILE LOCA710NS SHALL BE OFF SlTE AND SHALL BE BORDERED BY PEN PARK LANE TO THE NORTH, R10 HEIGHTS SUBDIVISION TO THE WEST, VACANT LAND TO THE CHARLOTTESVILLE, VA 22902 BE MAINTA/NED ON THE SlTE AT ALL 71MES STAB/L/ZED WlTH A TEMPORARY VEGETA7IVE COt/ER. PERMANENT SEED/NG W1'LL SOUTH„ AND RES/OENT/AL HOUSES TO THE EAST. TELEPHONE.• (434) 293-3719 FACS/MILE.• (434) 293-2813 ES-5:PR/OR �'O COMMENC/NG LAND D/STURB/NG ACTJ'1/IT/ES lN AREAS 07NER THAN BE PERFORMED FOR ALL AREAS WHICH W1LL NO LONGER BE EXCAVATED AND EC-3A DITCH OFFS/TE LAND DISTURBANCE.• 4. SOURCE OF TOPO & SURVEY.• TOPOGRAPHY & BOUNDARY OF 7NE SITE WERE INDlCAT�D ON 7HESE PLANS (INCLUDlNG BUT NOT L/MITED T0, OFF-SITE PEN PARK LANE ROAD IMPROVEMENTS, VEGAS COURT S/DEWALK & WATER LATERALS. � DEPTH OF EC-3A DITCH PROVIDED BY V1RGlN/A RESOURCE MAPP/N6, MARCH, 201,3 BORROpV OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A WHERE CONSTRUC170N AC77Vl71ES HAI/E CEASED. PERMANENT SEEDING SHALL CRIT/CAL AREAS' 6" 5. ZON/NG: R-4 RES/DENTIAL. SUPPLfY�IENTARY EROSION CONTROL PLAN TO THE OWNER FOR REI/lEW AND ALSD BE PERFG►RMED FOR ALL DENUDED AREAS WH/CH WILL BE LEFT DORMANT 7�J�E ADJACENT 50' STREAM BUFFER WILL BE PROTECTED CARE WILL BE TAKEN TO PREVENT THE EROSION 6. TAX MAP AND PARCEL NUMBER: 61A-2, 6fA-1-348, 61A-1-34A APPROfVAL BY THE PLAN APPROVING AUTHOR/TY. FOR A YEAR OIS? MORE. SELEC710N OF SEED M/XTURE W1LL DEPEND ON THE 77ME EC-2 DITCH 7. USGS DATUM: NAD 83 ES-6: THE CONIRACTOR /S RESPONS/BLE FOR /NSTALLA170N OF ANY ADDITIONAL AND SED/MENTA770N OF THE EXlS71NG GRAD£ AND TO PROTECT THE NEIGHBOR/NG PROPER7JES. 8. LOCA T/ON/ADDRESS OF PROJECT PEN PARK LANE OF YEAR APPL/ED. TEMPORARY SEED/NG W/LL BE PERFORM£D FOR ALL DENUDED �� EROSlON CONTROL MEASURES NECESSARY TO PREI/ENT EROS/ON AND AREAS WHlCH WlLL BE LEFT DORMANT FOR MORE THAN SEVEN DAYS THESE SEE SOILS BOUNDAR/ES ON SHEET 14 AND DESCR/PT/ONS ON THIS SHEET. sp DEPTH OF EC-2 D/TCH 9. TOTAL ACREAGE OF SlTE:• 6.399 ACRES SEDlME1NTA110N AS DETERM/NED BY THE PLAN APPROV/NG AUTNORITY. 10. SITE PHAS/NG: TWO PHASES ES-7.•ALL DlS�TURBED AREAS ARE TO DRA/N TO APPR01/ED SED/MENT CONTROL AREAS SHALL f�E SEEDED W/TH FAST GERM/NAT/NG VEGETA770N /MMED/ATELY SEQUENCE OF CONSTRUCTION: ...�,.�. EARTH D/TCH 11. PUBLIC U71LlTIES: CONNECT TO EX/S77NG PUBL/C SEWER AND WATER MEASU ES AT ALL TIMES DUR/NG LAND D/STURB/NG ACTIVITIES AND DURING FOLLOWIN6 GRAiD/NG OF THOSE AREAS SELEC770N OF SEED M/XTURE W1LL 1. NOT/FY APPROPR/ATE AGENCY TO SCHEDULE A PRE-CONSTRUC110N MEETING AS REQUIRED. S/TE D t/ELOPMENT UN17L FINAL STAB/L/ZA710N /S ACH/EVED. DEPEND ON THE T/ME OF YEAR APPLIED. Z NO EROS/ON CONTROL MEASURES MAY BE REMOVED DUR/NG THE CONSTRUC770N PROCESS IMTHOUT THE DR/VEWAY CULVERT * COLLINS ENGINEER/NG SHALL NOT HAVE AUTHOR/TY OVER CONTRACTOR'S WORK, 0 ES-8:DUR/NG DEWATER/NG OPERA7JONS, WATER WILL BE PUMPED /NTO AN APPROVAL fROM THE /NSPECTOR ON THE PROJECT. BENCH MARK SAFETY PRECAU710NS, SCHEDULES, OR COMPL/ANCE WITH LAWS AND REGULAT/ONS APPRO D WATER f7LTER/NG DEVICE. 3. CONTRACTOR SHALL INSTALL TREE PROTEC770N FENC/NG BEFORE ANY SITE DISTURBANCE SHALL TAKE C + WE SHALL NOT ASSUME RESPONSIB/UTY FOR ANY CONSTRUCTION STARTED PR/OR TO 3.01 SAFETY FENCE - SAFETY FENCE N?LL BE INSTALLED AROUND ALL i� ES-9: THE C T]?ACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PLACE. CONTRACTOR SHALL USE 7REE PROTEC770N FENC/NG TO STAKE OUT THE LlM/TS OF CLEAR/NG AND PLAN APPROVAL. PERIODCALLY AND AFTER EACH RUNOFF-PRODUC/NG RA/NFALL EVENT. PROPOSED SEDIdUENT BAS/NS AND SED/MENT TRAPS DlSTURBANCE ON-S/TE. CONTRACTOR SHALL ENSURE THAT TREES TO BE SAVED ARE FLAGGED ALONG THE c�i � � � � � CLEAR/NG LlM/TS ANY N CESSARY REPAIRS OR CLEANUP TO MA/NTA/N THE EFFECTIVENESS 3.02 CONSTRUC'710N ENTRANCE - ONE CONSTRUCTION ENTRANCE SHALL BE LIMITS OF CLEAR/NG TO ENSURE THE PROPOSED TREE PRESERVATION ACREAGE lS MET. w OF TH EROS/ON CONTROL DENCES SHALL BE MADE /MMED/ATELY. INSTALLED AT TNE CURRENT TERM/NUS OF PEN PARK LANE. TH/S W1LL BE THE 4. INSTALL THE PAVED CONS7RUC710N EN7RANCE W1TH WASH RACK AS SHOWN OIV THE PLANS. � T VDOT STANDARD STOP S/GN ONLY POlNT OF INGRESS ANO EGRESS TD THE SITE. CARE W1LL BE TAKEN TO CONSTRUCTION ENTRANCE TO BE INSTALLED WHERE CONSTRUCTION VEH/CLE ROUTES /NTERSECT PAVED p - - - -2�- - - - EX/STING CONTOUR EROSII�N C�NTROL NOTES PROTECT ADJAGENT ROADWAYS FROM TRANSFER OF SED/MENT. PUBLIC ROADS, PROV/S/ONS SHALL BE MADE TO MIN/M/ZE JNE TRANSPORT OF SED/MENT BY (VFH/CULAR) � TRACK/NG ONTO THE PAI/ED SURFACE. WHERE SED/MENT IS TRANSPORTED ONTD A PUBLIC ROAD > 1. THE PLAN A�'PROVING AU7HORlTY MUST BE N017f7ED ONE WEEK PR/OR TO THE 3.05 S1LT FENCL'- SILT FENCE W1LL BE PLACED ON THE DOWNSTREAM S/DE OF SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SED/MENT SHALL BE � 2pp PROPOSED CONTOUR PRE-CONSIRUC770N CONFERENCE, ONE WFEK PR/OR TO THE COMMENCEMENT OF LAND D/STURBANCE W�HERE NOTED ON THE PLANS REMOVED FROM THE ROADS BY SHOVELING OR SWEEP/NG AND TRANSPORTING TO A SED/MENT CONTROL D/STURB/NG r4C77WTY, AND ONE WEEK PRlOR TO 7NE FINAL /NSPEC770N. 3.07 STORM DR,A/N INLET PROTEC170N- lP VNLL BE INSTALLED ON EACH D/SPOSAL AREA. STREET WASH/NG SHALL BE ALLOWED ONLY AFTER SEDIMENT /S REMOVED /N TH/S 240.55 PROPOSED SPOT ELEVA 110N 2 ALL EROSION AND SEDIMENT CONTROL MEASURES W1LL BE CONSTRUCTED AND MA/NTA/NED ACCORDING TO M/N/MUM STANDARDS AND SPEC/F/CA710NS OF THE NRGINIA EROS/ON AND PROPOSED /NLET AS SHOWN ON THE PLANS MANNER. INSTALL A WASH RACK UPHILL FROM PROPOSED SEDIMENT BAStN #2. ALBEMARLE COUNTY W1LL s. �/- TBC DENOTES TOP/BACK OF CURB SED/MENT CG�NTROL HANOBOOK AND VIRGIN/A REGULATlONS VR 625-02-00 EROS/ON AND 3.09 TEMPORAR'Y D/VERSION D/KE- Dl1/ERS/ON D/KES WlLL BE USED AROUND THE DETERM/NE THE APPROPR/ATE METHOD OF SUPPLY/NG THE WASH RACK. INSTALL THE ACCESS FROM PEN '�q+. T/B DENOTES TOP OF BOX EROSION �c SEDIMENT C�NTROL SEDIMENT CGWTROL REGULA710NS PARK LANE AND 7NE PARK/NG AND STAG/NG AREA W1TH GRAVEL ACCESS WAY. 3. ALL EROSIOAt AND SED/MENT CONTROL MEASURES ARE TO BE PLACED PR/OR TO a? AS PERlMETER OF S/TE D/STURBANCE WHERE SHOWN ON 7NE PLANS TO D/RECT 5. INSTALL THE 1NI77AL CONS7RUCTlON MEASURES AS SHOWN ON 7HE STAGE I EROS/ON CONTROL PLAN ro s AT KES OR POS�TS��k EROSION CONTROL * yRC/N/A EROS/ON dr S£O/MENT CON7Ra MEASURES: THE FIRST S1'FP /N CLEAR/NG. 7HE CONTRACTOR IS REQU/RED TO SCHEDULE AN ESC RUNOFF TO ON-S/TE SED/MENT CONTROL FACILIIIES SHEETS. TH/S /NCLUDES 2 SED/MENT BASINS. S/LT FENCE, CULVERT INLET PROTECT/ON, AND O/VERS/ON £X7EN0 /T INTO 7RENCH HANOBOOK SPEC/F/CAAON NUMBER /NSPECTiON J'OLLOWING /N/7)AL MEASURES, BUT PR/OR TO SITE CONSTRUC710N. 3.14 TEMPORAR'Y SED/MENT BAS/N TEMPORARY SEDiMENT BAS/NS W1LL BE WOODEN STAKE STRUCTURAL EROS/ON AND SED/MENT CONTROL PRAC7ICES SHALL BE /N ACCORDANCE D/KES SHALL ALSO BE /NSTALLED AT THIS T/ME. STAB/L/ZATION MEASURES SHALL BE APPUED TO � ak 4. A COPY OF THE APPROVED EROS/ON AND SED/MENT CONTROL PLAN SHALL BE S7EfL POST, W)'TH THE V/RG/NlA EROS/ON AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MAINTAlNED �!V 7HE SITE AT ALL T1MES. INSTALLED WHEF?E SHOWN ON THE PLANS EARTHEN STRUCTURES SUCH AS DAMS, D/KES, AND D/I�ERS/OlYS /MMED/ATELY AFTER /NSTALLA110N. LENG7H = 5 MIN. S� STRAW BAIL BARR/ER 3.04 PRAC7ICES USED !N TH/S SEC110N CONS/ST OF THE FOLLOWING: 5. PR/OR TO C((�1MMMENC/NC LAND D/STURB/NG ACTl1?TIES /N AREAS OTHER THAN /ND/CATED 3.18 OUTLET PR'OTECTJON- TO BE PROV/DED AT THE OUTFALL OF DRA/NAGE MEASURES lN7FNDE0 TO TRAP SED/MENT SHALL BE CONSTRUCTED AS A FIRST STEP N9TH ANY LAND ON 7HESE PL.ANS (INCLUD/NG, BUT NOT LIMJTED TO, OfF-SITE BORROW OR WASTE P/PES WHERE SIHOWN ON PLANS. D/STURBANCE ACI7VJTY AND SHALL BE MADE FUNC710NAL BEFORE UPSLOPE LAND D/STURBANCE TAKES DD �}��� TEMPORARY D/VERS/ON DIKE 3 09 3.01 SAFETY FENCE.• AREAS), 7HE CONTRACTOR SHALL SUBM/T A SUPPLEMENTARY EROSION CONTROL PLAN TO 3.19 RIPRAP- h?IPRAP SHALL BE INSTALLED AS OUTLET PROTEC770N WHERE PLACE. A PROTECAVE BARR/ER lNSTALLED TO PREVFNT ACCESS TO AN EROSlON CONTROL MEASURE. TNE ON9V£R ���OR REVIEW AND APPROVAL BY 7HE PLAN APPROVING AU7HOR/TY. SHOWN ON THE PLANS. 6. INSTALL ANY REMAlN/NG EROStON CON7ROL ITEMS AS SHOWN ON THE STAGE / EROS/ON CON7ROL PLAN. TO PROHIB/T THE UNDfSIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBUC. 6. THE CONTRAd:TOR /S RESPONSIBLE FOR /NSTALLA7lON OF ANY ADD/710NAL EROS/ON 7. ONCE ALL THE EROSION CON7ROL ITEMS HA I/E BEEN /NSTALLED AS SHOWN ON THE STAGE / EROS/ON EXCAVA7ED SOIL BACKFILLfD AND ST �6�♦ TEMPORARY SEDIMENT TRAP 3.13 APPUCABLE TO ANY CON7ROL MEASURE OR SER/ES OF MEASURES WH/CH CAN BE CONS/DERED CONTROL MEASURES NECESSARY TO PREVENT EROS/ON AND SED/MENTA770N AS 3.31 TEMPORAR'Y SEED/NG- TEMPORARY SEED/NG SHALL BE APPLIED WHERE CONTROL PLAN AND THE INSPECTOR HAS APPROI/ED THE EROS/ON CONTROL MEASURES, THE CONTRACTOR COMPAC7ED UNSAFE BY VIRRIE OF POTENAAL ACCESS BY THE PUBLIC. DETERM/NED BY 1HE PLAN APPROVING AUTHORITY. SHOWN ON THE PLANS. CAN BEG/N GRADING OPERATIONS 7. ALL D/S7UR61ED AREAS ARE TO DRA/N TO APPROVED SEDIMENT CONTROL MEASURES AT w SB � SED/MENT BAS/N 3.14 3.02 CONSTRUC170N ENTRANCE.• ALL 77MES D+URING LAND DlS7URB/N6 ACAV171ES AND DUR/NG S/TE DEVFLOPMENT UNAL 3.32 PERMANEN.�T SEEDING- PERMANENTLY SEED/NG SHALL BE APPLIED WHERE 8. ROUGH GRADE THE S/TE TO THE CONTOURS SHOWN OlY THE EROSION CONTROL PLAN. 4 Xa" 1RENCH Z � 9. PERMANENT OR TEMPORARY SOIL STABIUZA770N SHALL BE APPL/ED TO DENUDED AREAS IMTH/N SEVEN A STAB/L/ZED PAVED CONSTRUC770N ENTRANCE WITH A WASH RACK LOCATED AT POlNTS OF FlNAL STABI�.IZATION /S ACHIEVFD. SHOWN ON THE PLANS. SEED/NG SHALL INCLUDE THE SPREAD/NG OF TOPSOIL O o lP /NLET PROTEC7)ON 3.07 YEH/CULAR /NGRESS AND EGRESS ON A CONSTRUCAON SITE. TO REDUCE THE AMOUNT OF 8. DUR/NG DEWa4TER/NG OPERA110NS, WATER W1LL BE PUMPED /NTO AN APPROVED FlLTER/NG 01/ER THE AREAIS TO BE SEEDED. A M/N/MUM DEP7H OF 4" TOPSOIL SHALL BE DAYS AFTER FINAL GRADE 1S REACHED ON ANY POR7JON OF THE SITE. TEMPORARY SOIL STABILlZA710N S/LT FENCE MUD TRANSPOR7ED ONTO PAVED PUBL/C ROADS BY MOTOR VEHICLES OR RUNOFF. DENCE. SHALL BE APPLIED WJTHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT W1LL CONSTRUC170N ENTRANCES SHALL BE /NSTALLED AS SHOWN ON THE PLANS TO REDUCE TH£ 9. THE CONTRA TOR SHALL INSPECT ALL EROS/ON CONTROL MEASURES PER/ODICALLY AND REQU/REO, REMAIIY DORMANT (UND/STURBED) FOR LONGER 1NAN 30 DAYS. PERMANENT STABILIZAT/ON SHALL BE SF �WITHOUT Wl'RE SUPPORT� .05- � SF SILT FENCE 3.05 AMOUNT SED/MENT TRANSPORTED ONTO PUBL/C ROADWAYS AFTER EA RUNOFF PRODUCING RA/NFALL EVENT. ANY NECESSARY REPA/RS OR 3.35 MULCHING - MULCH/NG SHALL BE APPLIED TO ANY SEEDED AREA AS APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. � CLEANUP T MA/NTA/N 7HE EfFEC77VENESS OF THE EROS/ON CONTROL DEVICES SHALL BE DEEMED NECESSARY FOR STAB/L/ZAT/ON AND GROWTH. 10. INSTALL THE CONSTRUC7ION MEASURES AS SHOWN ON THE STAGE ll EROSlO/Y CONTROL PLAN SHEETS � 3.05 S1LT FENCE.• MADE /MMEDATELY. MEASURES INTENDED TO TRAP SED/MENT SHALL BE CONSTRUCTED AS A F/RST STEP WITH ANY LAND • 1 CE � CONSTRUCTION ENTRANCE .3 02 A TEMPORARY SED/MENT BARRIER CONS/S77NG OF A SYNTHEAC FlL7FR FABRlC STRETCHED 10. ALL f7'LL MA R/AL TO BE TAKEN FROM AN APPROVED, DES/GNATED BORROW AREA. 3.36 SOIL STAB�ILlZA710N BLANKETS AND MAT77NG- B/M SHALL BE EMPLOYED DISTURBANCE ACT/V/TY AND SHALL BE MADE FUNC770NAL BEFORE UPSLOPE LAND DISTURBANCE TAKES > ACROSS AND ATTACHED TO SUPPOR77NG POSTS AND ENTRENCHED, TO /NTERCEPT AND DETAIN 1 f. ALL WASTE �IATER/ALS SHALL BE TAKEN TO AN APPROVFD WASTE AREA. EARTH FILL WHEREVER SHOWN ON 7NE PLANS OR I�IERE SLOPES EXCEED 3.•1 SLOPE. SAF�'?'Y FE11�CE SMALL AMOUNTS OF SED/MENT FROM D/STURBED AREAS DUR/NG CONSTRUC7)ON OPERA710NS /N SHALL BE ll ERT MATER/ALS ONLY, FREE OF ROOTS, STUMPS, M�000, RUBB/SH. AND 07NER PLACE. DEBR/S � 3.38 TREE PRESERVA710N AND PROTFC770N- TREE PRESERVA110N FENC/NG 1�. INSTALL THE UTIUIIES, CURB AND GUTTER, AND ROADS. INLET PROTECTION SHALL BE INSPECTED AFTER W � CD ' CHECK DAM .3 20 ORDER TD PREVENT SEDIMENT FROM LEA NNG 7HE SITE, AND TO DECREASE 7NE VELOCITY OF 12 BORROW OR WASTE AREAS ARE TO BE RECL4/MED IM7H/N 7 DAYS OF COMPLETION PER SHALL BE /NSTAILL�D WHERE SHOWN ON THE PLANS. NO TREES SHALL BE EACH RA/NFALL EVENT AND REPAIRS SHALL BE MADE AS NEEDED. lF THE STONE FlL TER BECOMES � SHEET FLOWS AND LOW-TO-MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS Y o��► SHALL BE /NSTALLED DOWN SLOP£ OF AREAS WITH MIN/MAL GRADES TO FILTER SEDIMENT ALBEMARLE COUNTY ZON/NG ORO/NANCE CHAPTER f8, SEC770N 5.1.28. _ HARMED OUTS/D�E OF THE L/MITS OF TREE PROTECTION FENC/NG. CLOGGED WITH SED/MENT SO THAT lT NO LONGER ADEQUATELY PERFORMS /TS FUNCTION, THE STONE MUST v N 3.f0 LADEN RUNOFF FROM SHEET FLOW AS /ND/CA1FD. THEY SHALL BE INSPECIED lMMED/ATELY �3 ALL INERT A1�,4TER/ALS SHALL BE TRANSPORTE'D /N COMPLIANCE W17H SEC710N 13 301 OF .339 DUST CON'TROL- DUST CONTROL SHALL BE APPLIED THROUGHOUT THE S1TE BE PULLED AWAY AND CLEANED AND/OR REPLACED. INSTALL ANY REMA/N/NG EROS/ON CONTROL ITEMS � � v� Q m �+ F D T E M P O R A R Y F I L L D/V E R S/O N T H E C O D E O P' A L B E M A R L E. AFTER EACH RA/NFALL AND MA/NTA/N E D /N A C C O R D A N C E W I T N 7 N E 1/l R G/N/A E R O S I O N & AS SHOWN ON THE STAGE ll EROSION CONTROL PLAN. Z � w � S E D/M E N T C O N T R O L H A N O B O O K (V E S C H). 14. BORROW, FIL�. OR WASTE ACTIVITY /NVOLt!'N6 /NDUSTR/AL-TYPE POWER EQU/PMENT SHALL WHERE SHOWN ON THE PLANS. 1 2. O N C E S T A G E l l O F C O N S T R U C T I O N /S C O M P L E T E, T H E S l 7 E l S S T A B I L I Z E D A N D T H E /N S P E C T O R H A S G l l/E N LL' f w � BE LIMITED �"O 7HE HOURS OF 7.•DOAM TO 7:DOPM. f m � DV DIVERSION 3.12 15. BORROW, FlLt. OR WASTE AC71V1TY SHALL BE CONDUCTED /N A SAFE MANNER THAT APPROVAL, THE CON7RACTOR CAN REMOVE THE EROS/ON CONTROL MEASURES. TH/S /NCLUDES SED/MENT , � � ch o 3 07 STORM DRAfN /NLET PROTECT/ON: STORMWATER M.�4NAGEMENT.• BAS/N 2. SED/MENT BAS/N 1 SHALL BE CONVERTED (SEE NOTE 15 BE�OW). NO /TEM SHALL BE REMOVED --��',�:"�=;'"- • z � w v� � � � A SED/MENT FJLTER OR AN fXCAVA7ED /MPOUND/NG AREA AROUND A STORM DRA/N DROP MA/NTAINS LATERAL SUPPORT, IN ORDER TO MINIMJZE ANY HAZARD TO PERSONS, _ ,,, PHYS/CAL D�MAGE TO ADJACENT LAND AND /MPROVEMENTS, AND DAMAGE TO ANY STORMWATER RUNOFF QUANTITY WlLL BE TREATED THROUGH THE USE OF AN UNLESS THE UPSTREAM AREAS ARE STABIUZED AND THE /NSPECTOR Gli/FS PERM/SSlON. -" 5' � � o � Z � N z INLET OR CURB /NLET. TO PREt�NT SED/MENT FROM ENTERING STORM DRA/NAGE SYSTEMS ,.. a N g � w PS PS PERMANENT SEED/NG 3.32 pR/OR TO PERMANENT STABlUTA110N OF THE D/STURBED AREA. INLET PROTEC7lON APPUES PUBUC STR�'T BECAUSE OF SUDES, SlNK1NG, OR COLLAPSE. ENHANCED EX7FNOE0 DETEN770N BAS/N. SEE STORMWATER MANAGEMENT PLAN 13 MA/NTA/N ALL EROS/ON CONTROL MEASURES AS SPECIFIED /N THE 1/IRG/N/A EROSION AND SED/MENT � Q � a v � � O WHERE STORM ORA/N /NLETS ARE TO BE MADE OPERA770NAL BEFORE PERMANENT 16. THE DEVELOf�ER SHALL RESERVE THE RlGHT TO /NSTALL, MAINTA/N, REMOVF OR CONVERT SHEETS. CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM ADM/N/STRATOR /N � � cn � w °� � � TO PERMANEJVT STORMWATER MANAGEMENT FACIL/71ES WHERE APi�UCABLE ALL EROS/ON U f Z ¢ � � W O STABILIZAAON OF THE CORRESPOND/NG D/S7URBED DRA/NA6E AREA. CONTROL ME�4SURES REQUIRED BY TH/S PLAN REGARDLESS OF THE SALE OF ANY LOT, ACCORDANCE WITH THE I�1RG/N/A EROS/ON ANO SED/MENT CON7ROL HANDBOOK. W ? p � � z a U TO TO TOPSDIUNG 3.30 C1NlT, BU/LDllilG OR OTHER POR770N OF TNE PROPERTY. 7H/S AC710N REQU/RES 14. ALL TEMPORARY EROS/ON AND SED/MENT CONTROL MEASURES SHALL BE REMOVED W/TH1N 30 DAYS AFTER � -� � 3.09 TEMPORARY D/VERS/ON D/KE.• APPROVAL GM� THE GOVERNING JllRISD/CT10N. F/NAL SITE STABIUZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS z -� o Z � g ¢ a A T F M P O R A R Y R/D G E O F C O M P A C T E D S O/L C O N S T R U C 7 F 0 A T T H E T O P O R B A S E O F A S L O P/N 6 » �MPORARY STAB/L/ZA710N SHALL BE TEMPORARY SEED/NG AND MULCH/NG. SEED/N6 /S TO O T H E R W/S E A U T H O R/Z E D B Y T H E L O C A L P R O G R A M A D M/N I S T R A T OR. T RAPPED S ED/MENT AND THE DISTURBED O a z � �-. � �' O BE AT 75 L£�S/ACRE AND /N 7HE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSlST A SO/L AREAS RESULI7NG FROM THE D/SPOS/T/ON OF TEMPORARY MEASURES SHALL BE PERMANENRY PERSPECTIVE YIEW '-' � O � � � � CIP CULVERT INLET PROTEC770N 3.08 D/S7URBED AREA. TO D/VE'RT STORM RUNOFF FROM UPSLOPE DRA/NAGE AREAS AWAY FROM � •" � �n Q �- m UNPROTECTED D/STURBED AREAS AND SLOPES TO A STAB/L/ZED OUTLET. TO D/t�RT � MA/NTENAI1fC�E.' Z w m U z c=n � SED/MENT-LAD EN RU N O F F F R O M A D/S T U R B E D A R E A T O A S E D/M E N T-T R A P P/N G F A C 1 L l T Y S U C H 50/50 M/X Q4F ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR /N MARCH AND APRIL TO STABlLIZED TO PREI�ENT FURTHER EROSION AND SED/MENTA710N. '' �: .,; Cu AS A SED/MENT TRAP OR SED/MENT BAS/N. USE WHEREVFR STORMWATER RUNOFF MUST BE CONSlST OF ANNUAL RYE, OR MAY THROU6H AUGUST TO CONS/ST OF GERMAN MlLLET. /N CENERAL, DUIR/NG CONSTRUCTION THE RLD OR CONTRACTOR ON-SITE WlLL CHECK 15. FINAL STABILlZA170N OF ALL AREAS UPSTREAM FROM SEDJMENT BAS/N �1 MUST BE DEMONSTRATED AND " �,�;' ' � a ¢ � � DC DC DUST CONTROL 3.39 �MPORAR/LY D/VERTED TO PROTECT O/S7URBED AREAS AND SLOPES OR RETA/N SEO/MENT ON STRAW MULLW /S TO BE APPLIED AT 80LBS/100SF. ALTERNAnVES ARE SUBJECT TO ALL EROS/ON AMD SED/MENT CON7ROL MEASURES DAILY AND AFTER EACH APPROVED BY THE ESC lNSPECTOR PR/OR TO CONSTRUC7)ON/CONVERSION TO THE PERMANENT �' ' � � � N 0 0 � �� . W � SITE DUR/NG CONSTRUCT/ON. 7HESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 APPROVFD 6�Y THE COUNTY EROS/ON CONTROL INSPECTOR. S/GN/FlCANT RACNFALL. MONITOR/NG REPORTS IMLL BE REQU/RED FROM THE RLD !F STORMWATER MANAGEMENT FACIUTY. lT lS ESSENI7AL THAT THE DRA/NAGE AREA TO SED/MENT BAS/N �1 _ � � � o � 18. PERMANENT � TAB/LIZA710N SHALL BE L/ME AND FER77L/ZER, PERMANENT SEED/NG, AND -':^r�:`+y '' �'�` Z w � MONTHS OR LESS, WH/CH CAN BE PROLONGED iMTH PROPER MA/NTENANCE. NEEDED. SPECOF/C ATTEN710N W/LL BE GJVEN TO 7NE FOLLOWING /TEMS: (7.73 AC) BE COMPLETELY STABIUZED, ESPEC/ALLY THE 0.86 ACRES THAT DO NOT DRAlN TO THE :-;.::u. ; ,3 3r��, �ii � N c� � MULCH. AGR�CULTURAL GRADE L/MESTONE SHALL BE APPLIED AT 90LBS/f000SF, o.SED/MENT B,ASINS W/LL BE CLEANEO AND MA/NTA/NED lN ACCORDANCE WYTH THE y',`r''`� '"`'�`^`�x"'-''� � TSO �--_, TEMPORARY SLOPE DRAIN 3.15 ;.;,.�-.���;_ ;�.��" -.°�.-• � o '-' o INCORPORATi�D /NTO THE TOP 4-6 /NCHES OF SOIL. FERT/L/ZER SHALL BE APPUED AT STORMWATER MANAGEMENT FACILITY (TOTAL POST D.A. 6.87 AC). {.� ,;;. } �r .. V W LL, O ,�1 4 7 F M P O R A R Y S E D l M E N T B A S/N: V 1 R G l N/A E R O S I O N & S E D/M E N T C O N 7 R O L H A N D B O O K. 1 6. T H E F U T U R E P H A S E S O F T H E L O C H L Y N H I L L D E V E L O P M E N T S H A L L I N C L U D E A S E P A R A T E E S C P R�P O S E D ,_�.'.��-" �`"�'��t�, � �`:'".: , cc � A TEMPORARY BARRIER OR DAM W1TH A CONTROLLED STORMWATER RELEASE STRUCTURE 1000LBS/ACI�E AND CONS/ST OF A 10-20-10 NUTR/ENT M/X. PERMANENT SEED/NG SHALL b.ALL /NLET PROTEC7TON AND GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR ��� FORMED BY CONSTRUCANG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRA/NAGEWAY. BE APPUED .AT 180LBS/ACRE AND CONS/ST OF 95�' KENTUCKY 31 OR TALL FESCUE AND SED/MENT BQJILDUP THAT WILL PREVENT PROPER DRA/NAGE. lF THE GRAVEL lS f'LAN. ' �� I W SA SAFETY FENCE 3 Ol TO DETA/L SEDIMENT-LADEN RUNOFF FROM D/S7URBED AREAS /N "WET" AND `bRY" STORAGE D-51G PEREMN/AL RYEGRASS OR KEN7UCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED � � �,,,,�� � °C LONG ENOUGH FOR THE MAJOR/TY OF THE SEOlMENT TO SE77LE OUT. APPL/ES BELOW AT 80L8S/1�►OSF. ALTERNAI7VES ARE SUBJECT TO BE APPROVE'D BY 7HE APPROPR/ATE CLOGGED B�' SEDIMENT, THE GRAVEL IMLL BE REMOVED AND CLEANED, OR !T IMLL „ „ �� BE REPLACED. 6�»�� �' e. �r� D/STURBED AREAS WHERE THE TOTAL CONTR/BUANG DRA/NAGE AREA /S EQUAL TO OR AGENCYS Ef�'OS/ON CONTROL lNSPECTOR. c.ALL S/L T FENCE BARRlERS W/LL BE CHECKED REGULARL Y FOR UNDERM/N/NG OR 5 '�"'' � � GREATER 7HAN THREE ACRES. THERE M�ST BE SUFFlC/ENT SPACE AND APPROPR/ATE 19. MA/N7ENANCd::: ALL MFASURES ARE TO BE /NSPEC7ED WEEKLY AND AFTER EACH PERSPECTEVE VIEW PERSRECtIVE VIEW TOPO�RAPHY FOR THE CONSTRUC170N OF A TEMPORARY /MPOUNDMENT. RA/NFALL. AMY DAMAGE OR CLOGG/NG TO STRUCTURAL MEASURES /S TO BE REPA/R DETER/ORATAON OF THE FABR/C AND REPA/RED AS REQUIRED. SED/MENT SHALL PLASTIC fENGE METAL FENCE IMMEDlATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50� OF 7HE WET STORAGE VOLUME BE REMOVED WHEN THE LEVEL OF SEDiMENT DEPOS/T/ON REACHED HALF WAY TO 3.18 OUTI.ET PROTEC710N: IS FlLLED WI,�H SED/MENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY 7ME TOP OF THE BARR/ER. sarr�: �d trom cv�a��a m��3.a1-1 STRUCTURALLY UNED APRONS OR OTHER ACCEPTABLE ENERGY D/SS/PA77NG DEVICES PLACED TO ACH/EVE :A GOOD STAND OF GRASS SILT FENCE AND D/VERS/ON DYKES WH/CH ARE d.ALL SEEDED� AREAS WILL BE CHECKED REGULARLY TO SEE THAT A G000 STAND yppT AT THE OU7ZET5 OF P/PES OR PAVED CHANNEL SEC770NS. TO PREI/ENT SCOUR AT COLLEC7ING '�ED/MENT TO HALF THEIR HE/GHT MUST BE CLEANED AND REPAIRED IS MAINTA/N'ED. AREAS SHOULD BE FER17LlZED AND RESEEDED AS NEEDED. STORMWATER OUILETS, TO PROTECT 7HE OU7LET STRUCTURE, AND TO M/N/M/ZE THE POTENRAL IMMED/ATELY /N CASE OF EMIERGENCY, THE PR/MARY CONTACT FOR THE PROJECT W/LL BE THE RLD FENCING AND ARMORING w � � � '� '�' � � FOR DOWNSTREAM EROSION BY REDUClNG 7HE VELOC/TY AND ENER�Y OF CONCENTRATED 20. ALL TEMPOR�RY EROS/ON AND SED/MENT CONTROL MEASURES ARE TO BE REMOVED OR CONTRACTOI� ON-SJTE. THE CONTRACTOR W1LL BE DETERM/NED AT THE T1ME 7NE a � � N M � � o STORMWATER FLOWS APPL/CABLE TO 7HE OURETS OF ALL P/PES AND EN6/NEERED CHANNEL WI7H/N 30 D.AYS OF FINAL SITE STAB/LlZATION, WHEN MEASURES ARE NO LONGER NEEDED, CONTRACT /S AIWARDED. lN ADD/T/ON THE ENG/NEER MAY BE CONTACTED. UPON T,►BI�33�► SEC110NS SUB�CT TO APPROVAL BY 7HE APPROPR/ATE AGENCYS EROS/ON CONTROL INSPECTOR. COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSlBLE FOR SITE � o rn rn � � � � 21. IH/S PLAN Sa4ALL BE VOID /F THF OWNER DOES NOT OBTA/N A PERMIT IMTH/N 1 YEAR OF MA/NTENANCE. � �iD�SIYES U56D I�OR D[t3T COIVTROL 3.19 R/PRAP: 7HE DATE OF" APPROVAL. (ALBEMARLE COIINTY WATER PROTEC7)ON ORD/NANCE SEC710N Water q���u� A PERMANENT, EROS/ON-RES/STANT GROUND COVER OF L4RGE, LOOSE, ANGULAR STONE WI7H 17-204G) � FILTER FABR/C OR GRANULAR UNDERUNING. TO PROTECT THE SO/L FROM THE EROS/VE 22. PERMANENT VEGETAT/ON SHALL BE /NSTALLED ON ALL DENUDED AREAS W/TH1N N/NE 9 � Diiutioo 7j�pe of Rau � � o�r urE � l FORCES OF CONCENTRATED RUNOFF, SLOW 1NE VELOCITY OF CONCEN7RATE0 RUNOFF WH/LE MON7HS AFT�R THE DATE THE LAND D/STURBlNG ACIIVITY COMMENCED. ALBEMARLE � � j��5[yg;Waterl � �(Ag4 � TABLE 331-B � ENHANC/NG THE POTEN7)AL FOR /NFILTRAAON, AND TO STABILIZE SLOPES W1TH SEEPAGE COUNTY WA1`�R PROTECAON ORD/NANCE SEC710N 17-207B) �---- �------ PROBLEMS, AND/OR NON-COHESlVF SO/LS USE WHEREVER SO/L AND WATER /NTERFACE AND CURB /NLET ACCEPTAB[E TEMPORARY SEEDING PIANT MATERiAIS � ��,;� THE SOIL CONOITIONS, WATER TURBULENCE AND VELOCITY, EXPECTED VEGETA7lVE COVER, ETC., "'G"`°'� i Asphah EmuLsion �:t Coarse Spray 1,200 ARE SUCH THAT 7HE SOIL MAY ERODE UNDER THE DESIGN FLOW COND/710NS. ____ � 'QUICK REFEREIVCE FOB ALL REGIONS" � latex F.mulsion i25:1 Fise Spray 235 3.31 TEMPORARY SEED/NG: Rau �"' "" � 7NE ESTABUSHMENT OF A TEMPORARY VEGETAAVE COVER ON D/STURBED AREAS BY SEED/NG SOIL DESCRIPTION � p��11,�DateS S� (I��a��J � � ~ r � � Resin in Water 4:1 Fiae Spray 300 WI'TH APPROPR/ATE RAP/DLY 6ROWING ANNUAL PLANTS TO REDUCE EROSION AND r .w SED/MENTA710N BY STAB/L1Z/NG D/STURBED AREAS THAT WILL NOT BE BROUGHT TO f1NAL � M Artylic Emuision GRADE FOR A PER/OD OF MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SED/MENT AND ``-�`' --� Sept 1•Feb. 15 50/SO Mix of °°"PD""" r � 21B - CULPf:PER FINE SANDY LOAM-21� TO 7.� SLOPES. SO/L /S WELL DRA/NED, a�nnual R � °�°,°'� � (Non-'I1raH'ic) 7:1 Caarse Sgray 450 RUNOFF TO DOWNSTREAM OR OfF-SITE AREAS, AND TO PROVIDE PROTECAON TO BARE SO1LS WITN ,+WORE THAN 80 /N. DEPTH TO THE WATER TABLE. MADE FROM A►nn yegass EXPOSED DUR/NG CONSTRUCTION UNT1L PERMANENT VEGETAAON OR OTHER EROS/ON CONTROL RES/D�'JUM WEATHERED FROM META-ARKOS/C SANDSTONE AND QUARTZITE, CowCR�etop� (Loliurnmuiti-florum) �,,,�,o,a z Acrylic Emulai�n MEASURES CAN BE ESTABUSHED. TH/S :»O/L HAS CONI�EX DOWN AND ACROSS-SLOPE SHAPE. TH/S SO/L iNRE SCREE'N � so-loo CORRECT METHOD5 OF TREE FENCING � � � (`I'taffic) 3.5:1 Cwuse Spray 350 ---�- Cere:al(Winter)Rye Q HAS r'�JO FREQUENCY OF POND/NG OR FLOOD/NG AND A LOW TO H/GH GRAVFL*f1L7ER (Secale cerealel J 3.32 PERMANENT STABIUZA770N: KSAT W1TH MODERATE WATER CAPACITY. or� ,�5 coarrsE ,acaeEGA� � i ' , � � � � THE ESTABLISHMENT OF PERENN/AL VEGETA7IVE COVER ON D/STURBED AREAS BY PLANT)NG r� �'��� o 5ource: Va DSWC SEED. TO REDUCE EROS/ON AND DECREASE SED/MENT Y/ELD FROM D/STURBED AREAS TO 21C - CULPE::PER F/NE SANDY LOAM-7i$ TO 151� SLOPES. SO/L /S WEZL Feb_16-Apr.30 Annual Ryegass 60-t00 � a PERMANENTLY STABIL/ZF DlS7URBED AREAS IN A MANNER 7HAT !S ECONOM/CAL, ADAPTABLE TD DRAIIW'ED, WITN MORE THAN 80 /NCHES TO THE WATER TABLE. MADE �P BLOCK & GRA I/EL CURB /NLET 07_8 ����� � a SlTE CONDIAONS, AND ALLOWS SELECAON OF 7HE MOST APPROPR/ATE PLANT MA7FR/ALS. TO FROM RES/DUUM WEATHERED FROM META-ARKOSlC SANDSTONE AND O SEDIMENT FILTER � � N W - NO SCALE � � /MPROVE W/LDLlFE HAB/TA T. TO ENHANCE NA 7URAL BEAUTY. UPON COMPLE170N OF QUAR TZITE, TH/S SO/L HAS CONVEX DOWN AND ACROSS SLOPE SHAPE. May 1-Aug 31 Gemian Millet 5v ` � � J � o CONSIRUCTlON ACAVITlES, ALL AREAS WILL RECE/VE A PERMANENT VEGETAIIVE COVER. TH/S .'a0/L HAS NO FREQUENCY OF POND/NG OR FLOODING AND A LOW TO � �s�(�� � � �g� SEED/NG SHALL /NCLUDE THE SPREADING OF TOPSOlL OVER THE AREAS TO BE SEEDED AT A H/GH KSAT WITH MODERATE WATER CAPAC/TY. ��°�� .� ,r� r '� � M/N/MUM TOPSOIL DEP7H OF 4". ""' �• N ~l � � KENTUCKY 31 FESCUE izs �es. 47D - LOU/SBURG SANDY LOAM-15% TO 25� SLOPES. SOIL IS WELL DRAINED, �, � CORREC7 TRUNK ARMORING N r- W `� RED TOP GRASS z �es. 3.35 MU[.CH/NG: WITH MORE THAN 80 /NCHES TO THE WATER TABLE. MADE FROM Source: Va.DSWC TRIANGULAR BOARD FENCE � SEASONAL NURSE CROP 20 �Bs. APPL/CA710N OF PLANT RES/DUES OR 07NER SU/TABLE MATER/ALS TO 1NE SOJL SURFACE. TO RES/DUUM WEA7NERED FROM GRANITE AND GNEISS, TH/S SOIL HAS Q � � � t5o �Bs PREVENT EROSION BY PROTEC7ING 7HE SO/L SURFACE FROM RA/NOROP /MPACT AND REDUC/NG CONI/�X DOWN-SLOPE AND CONVEX ACROSS-SLOPE SHAPE. NO � � � o � � Nut� c� 7HE VELOCITY OF OVERLAND FLOW. TO FOSTER 7HE GROWTH OF VEGETA770N BY /NCREASlNG FREQ�dJENCY OF POND/NG OR FLOOD/NG, MODERATE WATER CAPACITY, AND ALBEMARLE COUNTY � z AVAILABLE MO/S7URE ANO PROVlD/NG /NSULATION A('aA/NST EXTREME HEAT AND COLD. AREAS H/GH TO I�ERY H/GH KSAT. A A CONSTRUC�7ON ENTRAP�CE lyy2 3,oa W o � FEBRUARY 16 THROUGH APRIL �N�� � WHICH HAVF BEEN PERMANENTLY SEEDED SHOULD BE MULCHED /MMED/ATELY FOLLOYNNG � J N ,;; MAY 1 THROUGH AUGUST 15 FOXTAIL MILLEf �DING. AREAS NR�!!CH CANNOT BE SEEDED B�CAUSE OF THE SEASON SHOULO BE MULCHED '�� - LOU/�'BURG VERY STONY SANDY LOAM-15.� TO 251g SLOPES. SO/L /S ��� J 0 � z AUGUSf 16 THROUGH OCTOBER ANNUAL RYE WELL DRA/NED, WI7N MORE 7NAN 80 /NCHES TO 7NE WATER TABLE. 7°S°°"'�"��" SILT FENCE CU T INLET Q �° � NOVEMBER THROUGH FEBRUARY 15 WINTER RYE USING ORGANIC MULCH. MULCH MAY BE USED TOGE7NER W1TH PLANTINGS OF TREES. SHRUBS, � MADE' FROM RESIDUUM WEATHERED FROM GRANITE AND GNE/SS TH/S SO/L 70� ""' P�OTECTIOIV � � ° z OR CERTA/N GROUND CO►/ERS WH/CH DO NOT PROVIDE ADEQUATE SOIL STABILlZA7ION BY � r���T�,� w NQTES� THEMSELVES, CAN BE USED IN CONJUNC770N W11H TE'MPORARY SEED/NG HAS �ONI/EX DOWN-SLOPE AND CONVEX ACROSS-SLOPE SHAPE. NO r+c � (f� O Q � �„ FREQUENCY OF PONDING OR FLOOD/NG, MODERATE WATER CAPAC/TY, AND ~ ~ P"� °"""` W � a? 1. UME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL .;„36 SOIL STABILIZATION BL4NKETS dt MATTIN(it HICsH'TD I�ERY H/GH KSAT. , � Z c J TESTs ANo APPUED iN a,CCoaonNCE wir►� vESCH 57�. 3.32. T}l£ INSTAUA7ION OF A PROTECAVE COVER/NG (BLANKET) OR A SO/L STABIUZAT10N MAT ON A �b" �+ SIDE ELEVArfON "��`'� � - 3 •,--�-� - " " � � J � � 21A -+-----------�- �- � 2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION PREPARED PLANT/NG AREA OF A STEEP SLOPE, CHANNEL OR SHOREL/NE. TO A/D /N PLAN �� �°"A` � �"'-°"'"°"` � o OF SEED APPLICATION, iN ACCORDnNCE w/ vESCH sTo 3.35. CONTROLUNG EROS/ON ON CR/71CAL AREAS BY PRONDING A M/CROCL/MATE WH/CH PROTECTS � ' � � a ... YOUNG VEGETA710N AND PROM07FS /TS ESTABUSHMENT. APPLIES ON SHORT, STEEP SLOPES , [o , 70' �"• � ��B � _-`�a �--_- - -� ON � a`� PERMANENT SEEDING SCHEDULE iNFIERE EROSION HAZARD 1S HlGH AND PLANANG /S LIKELY TO BE TOO SLOW /N PROVlD1NG � �-,�,�,,,�,,,,�,,,� EDGE OF PAYT � � LL c o ADE Q UATE PROTEC77VE COVER. ' ' � Q � - c, PS ---- -------- --:------- -- ------------- -� NO SCALE f --- (STD. & SPEC. 3.32 OF VIRGINIA EROSION dc 3.38 TREE PRESERVA710N AND PROTEC710N: A A �` = Q Z � .� PROTEC710N OF DES/RABLE TREES FROM MECHAN/CAL OR OTHER /NJURY DUR/NG LAND � tz' '�+• �Nc '�a� U F"♦ � � SEDIMENT CONTROL HANDBOOK� 3RD ED.� D/STiJRB/NG AND CONSTRUC770N ACAVITY. TO ENSURE THE SURVIVAL OF DES/RABLE TREES d �-- '��` P��►+T •�� O ° 3 WHERE THEY W1LL BE EFFEC71 VE FOR EROS/ON AND SEDlMENT CON7ROL, WATERSHED ``°"""°�°'"'°'°"�� � W � �' SECT/ON A-A �� �,ti,. V ` � PROTECTION, LANDSCAPE BEAU7/F/CA7)ON, DUST AND POLLUT/ON CONTROL, NOISE REDUCTION, onr�saN orrc� SHADE AND OTHER ENVIRONMENTAL BENEFITS WH/LE 7HE LAND /S BE/NG CONVERTED FROM P/PE OU7LE7' 7U fL1T AREA NfIH NO DEFiNED CHANNEL ��AT „w,,,,'�"�",�„� �# � � � � a FOREST TO URBAN-T?'PE USES. APPLIES /N TREE-lNHAB/TED AREAS SUBJECT TO LAND �o °�"'�"� +.a' PLAN VEEyy OPTIONAL .S'T011TE CO�BINATION o � D/S7URBlNG ACAVITIES � � ��� � � Z � s n+c�ss uro ea�ss o�anoN sEr, ,/r wahx �� �� W o" �e. 3.39 DUST COWTROL• �z� MIN. HPROOF HYDRNlT�r � � � � o REDUC/NG SURFACE AND A/R MOVFMENT OF DUST DUR/NG LANO D/S7iJRB/N6, DEMOLl110N AND ,�p�,� 4• -o r 0D1°'"'�'� °0� � e� �Y� C O N S T R U C 7 7 0 N A C 7 7 V l T l E S T O P R E V E N T S U R F A C E AND A/R M O V E M ENT O F DU ST F ROM ± �� =a� � J � 0 3 OFF EDCE OF PAVEMENT. nw m' c =' EXPOSEO SO/L SURFACES AND REDUCE THE PRESENCE OF A/RBORNE SUBSTANCES WHlCH MAY T c� rn �� P R E S E N T H E A L T H H A Z A R O S, T R A Fl�'!C S A F E T Y P R 0 8 l.E M S O R H A R M A N l M A L O R P U I N T U F E. 1 P� F- � z � s4�' DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVFNT SURFACE AND AlR MOVEMENT OF S E C T/O N A-A SECTION A-A ��► W ~� W w o DUST DURING CONS7RUC770N. MEA S U R E S E M P L O Y E D S H A L L B E /N A C C O R D A N C E W I T H T H E ^���`;,��' '"�"°' Z 1 1 J � vFscH. oP P I P E O U T L E T C O N D/Tl'O N S 3.18-� NOTE: A MW@ANi MM7ER TRAP OF 1-� �,� W U) � � NO SCALE wmr�wnr�u►�w�+ tasE ou. oF �.s• � o � � z °� w _� s PAVED TEMP CONST EN1 R �: ""'�'°a e�war s„�.a � ` � Sbeels�ud Va DSNIC PlNe 3.08-1 � � � i V/ � Z N � 9 sae� xr.s =, �1_49 � � � O � � W = UU U - �� O TEl[PORARY DIVERSION , � �� s►�accow SLOPE . � �y O O � ° , ON SLOPES, STRIPS Q J � o � NE7'����TECTNE COVERlNGS " " I I MAY BE APPL/ED ACROSS a 6 -8 COMPACTED AGGREGATE , BERM � BASE COURSE, VDOT #21A �, „ y THE SLOPE. (' W � �- � 1. SET POSTS AND EXCA VA TE A 4 X4 2. STAPLE WIRE FENCING TO THE P�OSTS. 3. A TTACH THE F/L TER FABR/C TO 4. BACK�/LL AND COMPACT THE WHERE THERE !S A BERM AT THE TOP OF TH£ SLOPE � � � TRENCH UPSLOPE ALONG THE LINE THE WIRE FENCE AND EXTEND EXCA ATED SO/L BR/NG THE MATER/AL OVER THE BERM AND ANCHOR I'l` O � o BEHIND THE B£RM. OF POSTS lT INTO THE TRENCH. � � � e N �, � SUBGRADE 4"�:`'�.::`����:�:,:;`:: :;<�>;:'.,> s .� 0 P C D BR/NG MATERlAL DOWN TO A LEVEL AREA BEFORE "'�-•"-`• � � SEDIMENT BASIN BAFFLE DETAIL =� � TERMHYAT/NG THE INSTALL4TION� TURN THE END SLOPE _ w o ° � / / UNDER 4 AND STAPLE AT 12 /NTERI�ALS ':';;; � o NO SCALE � � � �� /' � / �:n':: / ' . .... .•.e::,:':- ., .... .. . . , . .-, � .,_-:� ��•;� 12" � N ,-� , • • .. .. .• .. .,.._..,.,. . :` � :�;.;. '' c � . .:. ,:...'.'.:'.: °. N07ES: � f � � W � � �"' '''`='::;: � N SLOPES APPLY � °' °� r � :�;;. p �F�P SHEETS OF 4'x8'x1' EXTERIOR 1. CONTRACTOR SHALL INSTALL VDOT S7D. ,�3 GRADED STONE WITH A � � � � __� ,,,�,,_ . � DITCH F�ow - pR'C�I�ZTNE COVEI�lNG PARALLEL ^ �i ? '_ , /� - ,:-.:�:�:;n:Y w E PLYWC)� OR E4U/VALENT • FlLTER FABRIC UNDERLAYMENT FOR A M/N/MUM D/STANCE OF 70 BEYOND - � � - � /'__ � I � / /�`-_ . �. IN D/TCHES APPLY PROTECTNE COVERING TO THE D/REC710N OF FLOW � = o _ r I --� �`�'=`�;'<�.��. AND ANCHOR SECURELY. a cn 6 T H E P A V E D P A R A O N O F 7 H E C O N S T R U C 7)O N E N 7 R A N C E. � � � .�` 'r /'� i -�.,:; PARALLEL t0 7NE DIRECTION OF FLOW. v � � 2 /N 7HE EVENT TNE CONSTRUCAO/Y ROAD lS FOUND UNACCEPTABLE WITH �: 1 ) ( _- � � =I I I" � � "`�::v.�;;.: _���- _ USE CHECK�LOTS AS REQUIR,�D. AlrolD � R/SER CREST ELEVATION � _�I I � _ �I� ��, .,t:, JOINING MA RlAL lN THE CtnrtR OF �os No. � _ I 1 I I I I THE wOT STD. 2fA STONE, THE CI n lNSPECTOR RESERVES THE RIGHT TO r C� -I( I= � I I I , I I I � REQUIRE 7HE CON7RACTOR TO INSTALL THE HEAVI£R GRADED /3 STONE � - �- r =���_ -� -i-1 � �� :'�; -�1 Ij THE DITCH IF AT ALL POSS/BLE. U � , , , 4 , , , _, �I I ,- c� _ -i I!_ 112062 0 N Qj -I I I-11 I- r- -1 I 1=1 I I_� �, OVERTOP OF THE 2fA STONE. - I I I- -I FLOW =i� i I I I I j POSTS M/N. S/ZE 4' SQUARE _=I I I- = r =I I�=I I I�;�� � -' -'' , a •u-', =1 I 1=1 I(- 1=)I(=)I 1- S O l L S T A B IL l Z A T I O N B L A N K E T � SCALE , OR 5 ROUND. SET A T �_ - - - - - - - ,- _ , � --���-���. -��(-���. i- �-���=�(�- - �(-���=�'�- � � . LEAST 3 /NTO THE GROUND I - I_ = I- ��-i i i 8 C 0 N S TR U C I FLOW I 1=�I I-! � I 1=1 I I,-I � sa�c sr��av �w+rniu�c �� sr�cc eE �nRsr,�ccm ,�s ��-��� � TREATMENT 1 av s 1" - 50� � �� ��-���- ��-���- NO SCALE REQUE3I�D BY 7Jff AL�E�IARLE COUNIY ER�S/ON CONTRQL MfSPEC1i�R �, - NO SCALE 4 EXTENSlON OF FABRIC AND WIRE /NTO THE TRENCH. � � SlL T FENCE sF (WITH VYIRE SUPPOR'T) .O�J- SHEETNO. a a . O T Q . 13 °' � � � NO SCALE � ; � I a� _ �� = � ` 1� .� / ) / / � ,'� � _ � / / � � / " ,� `� � '� � \ \ \ � � � LEGEND LEGEND ,�T o t � � � � � ,-� `�^ / � , � � / � , � , \ � � � �, LIMITS OF LAND DISTURBANCE SF SILT FENCE PER VESCH 3.05 '��' F j� '-- '� � '�. /' � ,o � � > � �, / /' / / � / � ��''� / � / / / /� l / L �' `� _, \ ` ` , � � DNERSION DIKE SS SUPER SILT FENCE PER VESCH 3.05 O� r��, , ' \ � - � • �� I / � � � � � , / � ' ` � BOUNDARY LINE � � , / _._ _ _ \ � • l � , � � � / � v� 1 � , \ , , t \ , �SCOTT . COLLINS`Z � , � � � � �` `l� � � � % 1 � � _ �--- — � ` \ � ����� SILT FENCE DD DIVERSION DIKE PER VESCH 3.09 � � '� ��, � ' _ � ' _ ___ �- �� � � / / / / � -, '� a � � _ � � / ` s,,w�; � . `�'%' ' ' , , , �� � , � � �,� \ ' , \ ` � � � TREE PROTECTION TAPE � SEDIMENT TRAP PER VESCH 3.16 U No. 357 91 �' % / = � � � \ � % I I ' � l � / / � /,� ' , � � � � \ \ �� � -� .�- DIREC770N OF FtOW �o i (� l4 ,w�' , � - �0,3 ° � _ � I / ' N E PER VE CH 3.02 �' ' ( / , - _. � 1 � � � � � � � � CE CONSTRUCTION ENTRA C S p , ,' - C ; _ _ .� � , f / , / / / �, � , �,� � � � 653.7� PROPOSED CONTOUR ,��,s �1�`�' , � . .. ' AF/�/ �� � �� ; ' , � l � � / � S --- '"� � � � � \ � I I � DRAINAGE DNIDE SI oNAL E� i � '� , -- ' � � � � � ` � � TP TRFE PROTECTION&PRESERVAnON PER . , � �- � i , �^� � ` R A,� �` - ._ ._.. �" /� .� � � / � � � � � \ � � \ � \ , � O VESCH 3.38 ' � , 0(� R/� \ , ;� �. � � � / � ( �_ � \� \ �'' OP 3.18 `, J�� ,�,: � J � � N i'' ;'� l �\� I � / � � ` � � \ S �_ � � \ � � ` ''---__ � CULVERT INLET PROTECTION OUTLET PROTECTION PER VESCH \ r J' i' ' � O t4 3 �/ / �o,z � 87 � _ � -- ��\ _ / � �� / --� \ \ � � 4 � \ \ � � \ \ � � i CIP CULVERT INLE!'PROTECTION PER VESCH � �- �` - � � I -� � � \ �- � � ���, � \ � CHFCK DAMS 3.08 �-, �.;'� � ; - S / < _ . i _�. ___ _ `- �.. ; ; , . ` � �. •- - -'- - - 00 / �� ' , � 1 / �� � ' � \� \ f' �\ ��\- �. � � � � � \ ROCK CHECK DAMS PER VESCH 3.20 � � � f i _ � ! � I ' �- / � , � � � � � � \ CD �' _� _.: ��� ' �s.os,' -� , r _-� � � ''� � \ � . � � !1� �.�. '�'. •� ''. � _ �, -♦ , % �/�� � � � `• < \ \ \ \ /, \\� S ' \ \ � � �.\ � \ � ~ � \ � _� `— _�.�.__��____ DORAINAGEEWAY B/M SOIL STABILIZATION MATTING VESCH 3.36 ..� ' � � ' �^`\\� � � . ''. _..� _ . - --- _- ' - -�` � ; `, . � \ \ � \ � \ \ \ � ���,.._ \ �� \ � � �. �. �`. ` SION O PERMANENT SEEDING PER VESCH 3.32 / , - _ •- �� / � i ' ; ``\ � \ � �\ \ \ \ \.t,,* � \ \_ \ �. �-- \ , , \ <., �, . � .. _ FILTREXX DIVER ' � - ., - � \ \ --;�—o SAFETY FENCE �..`_ ' , v/ ; , _ _ -- � `, � `� �� � `� :._ \ � \ / � \ � \ � \ '� � ' SAF SAFETY FENCE PER VESCH 3.01 I ,s �i �� , � ' ., -�; ' � \ � �.� , � � � � � � �. \ `�' \ \ � --� � O , � - -ti:�. _ J; � � � \ � � � \ I � � � �� \ ' � , . , , ; ,; . .� , , -' , \ � -,. , � \ � . , � � , : , . . , , � ��. �� , . , , , , � � � � � � � SD TEMPORARY SLOPE DRAIN PER VESCH 3 IS ` J `� , ,\ \: ' \ \ ,� ' �, �� -/ .� _— '� - ' � / - � ,� _ - �.. � � � ' � `� �� �� � \ � `'�°� � \ .� — \� / � o, � � � \ \ , -� � __ � _ _ o -- � i , � , \ . , ,, �' \ � � ��°'� \ \ �-___ �-- O ,:. , ' � - .` / % � _- 39os' i � � � �, � � \ �� '` _ \ � _ , . � , � : ' _ . �� _ , . � ' � . ,, : � � --- ., ! . � � \ �` ,� '<,w� ,� ��� � � ' � \ ., . � � ,�. � i" \ �\- /� ' :� � \ � :� � ` �- � � '� \ �-.� � `� \ �' -, � ��_ , ,. ,- , \ � `~- -� ` � _, ;� -� . + �/ . , " `�\ ` -• \ \�s _ ~_ ` U . , , ��, �� � , _ l ' � - �i � ,� i -, � _"'".� Z i �" - � 7uw . � _. ... , - _ - � " _ � / � , � °f' \ � '` ` \ \Ft \ \ �I \ ✓ / \ .____ \ / ��,,a �.., �\ � W ., _ "'f' � � � � � �. \ ___ - i� � � \. �\ l ' \ � ' � �� _�� -�.., (/� i \ ��`" 1` � \ \ \ \ / � i� � . . � --._ __. � � � `� y :\ \ � -� r "' \ / .-. .... . .�. , � � � -� � � � � � �� � '"�., � � � / cn % . . 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',� ,\ \ !� `� �� �` \ `�� � `'� \� ` , �:_\ , \ 1 y ��� � ' / ;"/ ; // / / � `' �/ � / / // / / � �;r` � r' �� r � � i � / \ � � � ` ` �--- `� \ n = ' o c � „ � � , � � , � , , , : .�- � - , ' , , � �� 1 50 " � � \ � � r a , / � � �.�� � _- I XIS G UTFALL Ff�OM SEDIMENT BASIN 2 � � ; � �" � E STIN � LOP� � l \ � , �1 � � i i ; / � f / / ,� - .� .�-�- � � .� � � j # � � `t � � \ ` �' � � �� I � \ \ \ �, � �i � � 1 � r� ' ! 1 � r � , / / � � / � y..<�„ �.�.��, , �;,� � _" \ t �� � �, , \. ` > , - � i � SHALL BE PROTECTED WITH ADDITIONAL RIPRAP �, � � o � � . ��'•�;�� \ � � , � ` . � , \ ' ' , / ,' % , � ; . �`' r .,.- � EXISTING CRITICAL SLOPES1 ` — --- --- .-- ' � � � � � � - P EC-1 CLASS A ' � , � , SHEET NO. a � t � 1\ .� � �� �\ � �. � �� � � �' . �---- / /p � , % � / / i ' / / `. .,�,' ,�„ ;,,�,:,. � iz � ;�' � \ � � ` % �� , � \ '� � a� v°� ` ` `\ `� � �- , , � � � � -� ,��' ��' \ (�•) RIPRAP OUTLET PROTECTION j ;�� � � �, �- - , � � �� � � �� �,��t � �, � � � � �� � �� i � �;� / i � . � , � � ,�' �`" �.Y�% � y � , , , .� � - — � � � � ` ` ! '° �5 � s , 1� � � \ \ ` \ . ' � .. �� i � � � � ' � ; i .� . > `� � � - ' .�> � , W1=4.5 ; W2=11.5; L=10; D=1.4 -�:; �` � -� \ \ � � � ��\ `� r � , � . _ � � .::: > ... ..... , � � � i / i - � ,� � � 3 I 1 ;i �,LTH �F� � f� �o �, SCOTT R. COLLINS'Z SEDIMENT BASIN SB-1 U No. 35791 ,a sc�: .r "=20' SEDIMENT BASIN SB-2 .� ��u��4 � - � SCALE.• 1 "=,20' ����SSI o L E��l��� � ,\ � NA \ , 'i � ,' \ , \ .__. .._ � � �, , � , �., � �` � � . �. � % - " � � � , ,- ! �` �� �`� ' � , � . ., . � , , � -- , , ', . .- , � � � � i , i , , � �� �� � _. . , , � _ , • ' � ' .- , ; _. ___ _ _. _. ' � ; , , � '. \ \ , ', � � � � � ' i � � � �, � . - . � ` � � � � � ' ; � � PROPOSED BAFFLE / `� � �; , � � . � / ' � � � ,r _\�l; `� ' � � , � � v� U`� � � _ i ' � / ;m� t 'i � __ _ - % - � � � � �J ' �`` 1 1 .� / \ \ �1�' �� 1 1�'� I �1 , ' . . . �' ' ' ! J r � . / � �1 � ' ' . �� ' / � � � � ' . '_� ' .� . . ' � : . . . . : . ' . . ' . i .�-._ � , � ! ' \ ...__ ...... . �' . I ... ,� . ' _ \ \ . . . - . . . . ' �1 / ,f . �� �i \\ ^ 11' I � ' \ � 1\ . . � .�e � / . � ' \ y ., ` tl'` � / O •�,1 /� �.�� � �' �� � J ' � � � �� � � t _ . ' J � � � � � '` � �' �� '" � � \' ,_ � I. % / 1 ' ' t / ' 1 - �.. � , a � ��I' W _ .� . � '-. - _ _._ _._ .� �- � __ _ �, 0 a � __ - � ` 1 j j I � � ` s�.. EARTHEN EMERGENCY� -- � j ( � � Q� � tt ,� +, � o OUTFALLSPILLWAY � ��� � -... ,, .. _ - � , i ' ��J , � ,' �' � c`"�n ELEV.396.75 , .� , �` ; ( / �, O '� � � . , v>�. 16 f % , '` , � w , � __ _. I , , l �j ` , -- � / '' � � -� .. , _"_ ' i �� ' / , ' ' � ! \ ' ' ' � . �1 � i� �' / / � / �� . . � i � � �� �F�� �� � '- ..' _ _ -. ' . .. �� ' � . � �� , �� � � � � � 1 � l��� / � / � �� �� �S�� ��� � ��� \ - . . . . � ; � / . / . , � � � , � � ! � ' t / /( 1 .'" '�. ._. .__ ___ _ \ � � � / , , , � � � / %�, ,/ ^�/ � , �1 I. PROPOSED BAFFLE � ` _ .__ __-- - ' � ' � ' ,` � '-' :'�� i /� 1 ; ; ; . ._. � ` 11 � , �4��RCP RISER �� ./- _ I ' � ' C� , " _ __ . _ 4 i' /�GA / ' � RIM ELEV.=395•75 / �� � ` v �' � , ssF � � � ��- �D�, . ,. � , � . - '�b� , , , , , , , � ; , , ," � ; j/ , , , ; � . � , , � , , ; '; ' ; �sSF _ � ; i . � f � � ; , . _ . __.. .. '" , \ � . , � . . . . , ; .:' .. �` - . ' �" i ' '. . i . . � i � ;� � i / / ; �� i'SC)F� r -' '__ _.._ / , � �� ( i .f ' , � % / ., \ � � � � ' / - ' __.. ...._ \ \ � � \,\ / / / / , /� \ � '� ' ` 1 ' ' � ' . ,, ' '" , ' ; ; ; , i � ; �� � _ F,1 � � , : � ` `, : /� / \ � � � r � . , __ -- _.... - ■ -� � � ,/ " u f . \,` � �. �� , ' , �� , , ., ��/ - 30 ,_. «. �. ; � ' � ; , ` RCP RISER PROPOSED EC-s CLASS A1 � � � I ' i8" RCP CI.III BARREL � ; ; , �, �- � � �'�Ij� ,���_ -� TOP OF RISER-364.50 � � I a ' � `, , / ,� � SSF� ,� � - �" BOTTOM OF RISER-358.o W RIPRAP OUTLET PROTECTION � � , 44 LF�a o.50� 4 \ � ; , ' � INV IN.388.50 � , ;, �� r. � 5� � / _%/ -� � , - " Z a � ,,\ ,�` ` ' ` ' ' INVOUT 3 8.�8 � ; SF� � E � "RCP�I.IIIBARREL _ _ � � � � � � , ' 8 (,��� � ,� � PROPOS D 4 _ - 'ti ` �_ �� I �s� � ' � �V , �,; ;� ,, (15 LF;INV IN.358.00&INV OUT.355•30) _ ., O ': •� � I � � ' ' , � CONNECTION TO EXISTING Z4 PIPE. I■■I � � \ � ,n'�' �` � ; � . ' ; ' ' y,-.. A =z9o�Ca�4•i49�6 . . , __. .__ - , , , , . ; � � ' ' � TOT LBARRELLENGTH , � / � , ' . � - � ,, � , _ , � �. _ � ; - , � � � � , �� `, �j \ � / I / � � � � � � ' � ':, i I , ` � l _ _ � �:�; � `� � � � � � �� j� ���, � ��� / , � � - � � ' , , � � � � ; � �, � �� ssF ♦� � , - " W � �' � \�` � ! �`�` � , � � sSF�,�� '`�� / � - � ii ', �x � / k � ♦ � � � `� e t ss,� / F/ � � � - V � � I � `� � � `� ��; / SS / �p � � Q N `4. `� � j �4 E�� � ',�� � ` , � ' ' ;�;s ` / SSF� //^l � � o .-, ``1 `, , ♦ '. ' ', � F� ' / �� Z W o \ � ,� �, `� \ ,• \� ,,� / �S`� / � , / � m � iw- �: � � ' , � � � , , 'SSF ! ' � p \ ', � l\ t1' �'\ \ � ��� S�' �� \`. ' � SSF�.� .��55� ���'/ � / '` , _ Z � N '� (n ' � ` �♦ \ � � ♦ � '` �' ' EX. zy." RCP CI.III BARREL - -- -- v w Z � u�i f- ! � k` � `� \ � �\ , � '�.�' t , •,\ '�, ` � � ��/ � \.. � EX. EMBANKMENT ;' � Q z � � v � w \ < '\ . � \ � � % � I � , _ ,..., � Q ..., a .-� f \ �� t� \ � ` ,'`` \ � �`� `�` � � (jj m Z � � Z a O \ ,� .\ ��`4 , � � � O ` \ � ��'>� �. \\ '1 . �`t ''� \r `•� ` z � Q Z Z a Q a � g O � z r .-� � � .� � � � � � � � � / 1�1 � � vl Q ,�^ M � � � Q V v' W W � � � � � V j 0 � O N U V W � W � � � W � M M M � � M � W •-i •--� ,--� � � ."� ,-1 Q "\� �-\i � th �-i � �O 0 \ \ \ 10 C1 G1 � '� +�-I '� ri r-I v, � M ZM � z � N � M ; cf. � °' � a a i � � � � a N O T W � N H _ o �"'_ ` 0 N � � �° � I W � Q � _ � °� > � ; o�S U � � ; _ , W 0 Q � z _ Z -� � sW � Nw Q U Z � �, : � � Z - O � � w � L (n W � � oZ a� •� O �- 0� � o � Sealiment Basin #2 Qesign 0 r-1 � °� ° Sediment Basin #1 Desi9n �,,.:•,���,r �, ��►,�,r -� Z s � Ma�.rras�nurwv c�si oF o�eccn� rWnn+our � SPfI.LNU►Y N � 3 cn � � O �_ O zw�r►wu, swLLw�Y d r a i�n a g e a c e a(a c r s s) 1 2.1 9 D E S 1 8 N H 1 0 N W A T E R � � dr�nage acea (acres) 7.7 3 p�¢N HIOM WATfR � � b a s i n v d u m e�s: {u s i n g 2'c o n�o u r i r�t e t v a l s) czs,,�. sror�r aEv.� basin wlumes: (using 2'con�ur�n�erLeis) t�-,�sfa� r�.� � = Q ° � efevation{ft) conbour area(sf) wlume(cy) �,s. ----- ------- (.� � � •- elevation(ft) contour�ea(s� wlume(cy) �� � ; ____ �_�_ . ,.o. 358.00 4955 0 �w. ,.a ' �-- 0 3 388.00 2877 175.7 ::::'�: . 'oar" sroa� . .: � ,�Nc �, 386.00 1900 0 . '..... �sex cr�Fsr 360.Ofl 6�v12 423.4 :.- = � � V••� z °��' � �� � 390.00 4082 432.1 � �. �� � �/ 362:Qfl ✓ 8170 ✓ 966.0 : Y (n W � a 392.� �7a 7�.g .�. � f ..:..: ��...� SEDIME.�VT BASIN SB-1 �`.°° ��$ ,��5.3 -�`- � ._..�� "f..:..�...:,:-:�. .�:� SEDIMENT BASIN SB-2 6 T�So,� W _ � s ...�..:. .� . :::::.: � Q x 394.OQ 6988 1244.9 ...... 6" TOPSOI� ��.QQ 11787 2438.5 „ � _ ° a� EXISTING GROUND 388.00 13747 33€33.3 �� EXISTING GROUND T� 3ss.00 �27 �s22.z NTS �€�T NTS , � � � � S��� ' "�''`� � TOTAL EMBANKMENT HE/GHT 8 � � � 3 398.OQ 10399 2525.8 ��ro��Y.��D EMBANKMEN T HE/GH m� c.Y.�� � � s � 36" D/A. 13" H/GH ���� 42" DIA. 15" HIGH � J � � � TOP a�� DAM ELEV. =398.DO'��O� 16 GA. GAL V. STEEL TOP OF DAM ELEV. =368.00 16 GA. GAL V. STEEL � J � � �����; � _ � - 25 YR. STORM 2.0' MIN. '� 71ZASH RACK DE�/CE W � � w � , +� TRASH RACK ���r�: 25 YR. STORM 1.0 MIN. wet s�orage req�ired{cyj(8�""DA) 81fi.7 ✓ design high�r(f�} 3�55.90 = w N w�et�orage rec�ired(cy)t67"DA) 517.9 design high v�er(fk} 397.00 I Il'--; ELEV.=397Q - - - � � �� ELEV.= 365.90' - - - ,- � » W � � � ��, , - ; ., d�wra�eci�g cirlfice e1ev�Uon(ft) 381.45 top bf dam(ftj 358.�✓ --I i I- , z o dew�bnng c�rifice elew�don(ft) 390.49 bop of dam t�) ��•� � __� _ �► ► 1.0 MIN. 24 D/A. RCP RISER � . ' :=1I R/SER TOP ELEV.=364.5 1.0 MIN. 30 D/A. RCP R/SER � w �, I�I�I R/SER TOP ELEV.-395.;�5 we�t stotage prQvided et tlf�s elevatic�n(cy) 815.7 tap wEd#h vf dam(ft) 1a.b � z we�s�orage pravided at this eleva�on(cy) 517.9 top wicftt�of dam{ft) 1Q.0 I(;=1 �,1=�� � ~ O U we . �?' , avM�bie wlume before c�eanou# c rrin. 34*DA 414.5✓ bot�bm of b�sin �t 3��✓ I I ;i I.. ., (� �' � � y�{ « . �_.I I I � 1 SCARIFIED KEY FOR 1 SCARIFIED KEY FOR (n J � a�si�ble vo�l�rr�e before cleairx�ut c mn.34*Qp 262.8 ba�6om of t�asin 38fi.(� (I i f Y) { ) ( ) , U) e l e�anout eleYati o n(ft} 388.68 a p p rox. botlom dimensaans: �48'�' i 1=i 6" D/A. D E'W A T E R I N G SOIL COHESION ���e�������,f i c e(ft){> 1') �8.49✓ u p s�i r e a m f a c e s b�i e: �n5 �� 2:� �;i�� 8" D/A. D EWATERING �' SOIL COHESION J � = O � ° c ti s t a n+c e f r o m c l e a n o u t fi o o r i f i c e{ft�(> 1') 1.8 1 u p s tr e a m f a c e�b p e: 2.1 I I i , -_ , D E V I C E T U B I N G �- o ---- do�vunsfireamface s b p e: 3:1 ,III U P S T R E A M �O E p F D A M G �; IN V. E X I S T I N G G O U N D � s�cira�re; downstream#acesbpe: 3:1 i l,{ � �'4 � � U �/ °� ���e• - U P S T R E A M T O E O F D A M - - O W T � o dry s�arage required(cY)(�7"DA) 517.9 �;, YES = _ - _ dry stqrage requiced fc�+)467*DAj 816.'T ✓ b�af�es: YES - _ _ - - _ _ � o �, -_, _�_��_,:- :^l I� I I ' iT` �� : !i p[irrc�pte�piM[8y�iEst{ft) 364.50 ✓ i�t�gl�Of f1oW> L{ft) 90 „ Q J a� pri�ciplespi�nray cfes#(�t) 3�5•75 len9th of'flow. L Cft? � MIN. 30" CGW1PACTED i � � M/N. 30 COMPACTED „ :� . --�1_.--�� dry s�orage praVK9ed atthis elev�tiuun(cY): 10t9A e#�ective w��ih,lAfe;(ft� 113 (' ,> .� cky s�xage provided at this ele�aation(cy) 114(}.3 eff�ctive�t V�ie(ft? � SOIL OR AGGREGA TE 01/ER �'' SO/L OR AGGREGA TE OI/ER �, _ diamefier of dgwa�ering or�fice{in) 4.0 L!We (baffles not rec�ired if>2j 0.86 BA$E PLA TE diarn�ter of dewatiering aifice(in7 ✓ 8.01 x�'d( L/Ws (ba#fles not requlred if> 2) 0.80 � � c�arne�r af fle�cble tubing('rn) (orifice+2") 6.0 BOTTOM OF BASIN 4 x4 x1/4� TH/CK GA#�V. d��������� � ) BOTTOM OF BASIN CLAY CORED DAM NOTE-EMERGENCY n9 O(orifi�e+z" :0-� BASE PLATE 5 x5 xl/4" TH/CK GAL V. CLAY CORED DAM O X ° ELEV. = 386.00 KEYED INTO THE SPILLWAY INCLUDED c�� ELEV. = 358.00 STEEL BASE PLATE KEYED INTO THE N � U �r,�;. Y E S S T E E L B A S E P L T E EXISTING GROUND AT ELEV. 396.75 �n�f: �ofv�r atsp}Nway crest{ft} 6.0 OR CONCRETE EMBEDMENT EXISTING GROUND � � cu : dep�of water at spi�way crest(ft} 9.75 OR CONCRETE EMBEDM T � � INV. IN 388.50' C{�c�nati�n of e�dstlng�►d�r�ed) 4.4 �bp�of u�eam facs(�1) 2:1 /NV. IN = 358.00' W o � C(use O.�S#oc b�re earth� 0.45 sbpe c�'up�e�m face(�1) 2:1 � o #c(mn� tc(min} 9� sk�pe af barrE({Si�� 4.195 ' 12 sbpe of bacrel(Sb) 0.596 „ p� PROPOSED 24" RCP CI.III BARREL � � � 18 RCP CL.III PIPE I Zy�r 3,6 Q 2yr' 17.55 f�rtgth o�barrel in sat�ua�ed zor�(ls} 47 � 12yr 3.8 Q 2yr 13.22 le�gth of b�rel'in saturated�on�e(Ls) 44 • � , (15 LF; INV IN. 358.00 & INV OUT. 355.30) w � � � - f 25yr 5.6 Q 25yr 21.43 number cd�ars requirecf 2 (2) 6 6 GAL V. STEEL LEN GTH=44 125 r 5_3 {�25yr �8.43 rru�fier c�ars[�:quited 2 n w = � AN -SEEP COLLARS SLOPE=0.50% � CONNECTION TO EXISTING 24 PIPE. � � _ dim�8��gipn p��pN�rg s xs' dEtr�rts�o�Qf co�rs �•3'�'�` TOTAL BARREL LENGTH=290' � 4.14% a � �° o fx'��I��L�_ �jrrr�p�sr-�iMwav_ �os No. � _ avaiteble he�d�ft) 1.25 �rrerg�y�piNnmv: 1'ES av�ilabie�d(f� �.40 err�qency scxllwav: I+iO N OTE: o � c�arrw�er risert'(i�) 24 cequired capacity(G�5-t�)(cfs) 4.4 NOTE: d�a+me�r�r tin) 3Q✓ req�red c��acity (i�5-t,�)(cfs} 1. SEDIMENT BASIN 2 MAY UTILIZE A CMP RISER AND BARREL 1IZO62 'o � spiiMeay c�ihr, Qp(cfs) 17 boibmwidih(�t} 75 1. RISER TRASH RACK MAY BE F ELD FABRICATED. spl�ray capac3iy, Qp{cfs) 28.43 boi�iv�icl�<{ftj 2. RISER TRASH RACK MAY BE FIELD FABRICATED. N > SCALE ° �N �a m e i e r t r a s h c a c k(i n} 3 6 s b p�a f e�a s t c h a n n e l (f't/f f) 4�6 dia�ne�sr�rafih rack(in) 42 sbpe of e�ast channet{ftl�t� � ' barrcel Ien9m Cit) 290,✓ minirrum�a#��dt cfaann�l'(tt? N/A � � berrel length(ft) 44 minimum l e n g�h a�exit charmel�f#} 24 heaKi on l�rel�tougtt emb�nkment�ftj 7.�0 +�rest o#sP��Y (� � ` I�d an bi�rrel#hcough e�mb�mkmer�(ft) 8.5Q crest ef spiNwaY(ft) 396.75 c�ame�r o#barre! in 18 d�m e�e r'o f b a r r e i i n 2 4./ � � SHEET NO. a o . . � 16 °' � N � � � L L H 3 I � i , P R E-D E V E L O P M E N T � � \ � � � �� ` � � � A� THE CONSTRUCTION OF THIS DEVELOPMENT, THE P O S T-D E V E L O P M E N T � � \ � \ � ��� � � � \ � \ ` � , � � -� T � \ \ � � � � PROPOSED IMPERVIOUS AREA CONTRIBUTING TO THE ENHANCED � f � � � � � � ` , � � � \ AL ��' � � \ � \ \ � \ � t \ � � � -� �� ` ' \ '\ EXTENDED DETENTION (EED) BASJN IS ESTIMATED TO BE � f -' �` � � \ � \ , j � \ � c � �� �� \ � _ / � \ \ � � � i � � � � � _ o � ! _ �..,��-�' l ��� � \ � � � � ' \ � ` 75,368sf. THE EED BASlN SHALL BE DESIGNED FOR A 50.� � _ �-�`'" ��� \ � ' � � t � \ \ \ \ � � �, � ! ,� � � � � \ � � � � \ � REMOVAL RATE TREA77NGw0.T OFAH��VOLUME REAUIRED SHALL ' � `� � \ � \ \� � \ � � � ' ' , \ \ �� \ � � � �SCOTT . COLLINS'Z \ 1 THEREFORE, THE TOTAL ER QU L Q / � I � � �i I I \ X \ �u ! N � I � � \ \ \ � � �--� � / � � � � � , � � I � aE 2 x wQv. THE TOTAL WQV IS O.s x �� /�2 � x z x � / � � � � � , � � � r ' 1 � \ \ ,� \ � �� U No. 35791 a ..._ ` � � \ \ 75,368sf, OR 6,281cf. J �-- - � � \ \ \ 1 � . � � ,� (� �. `-' i -- _ � � 1 ' � I ( ` � \ \ \ � \ \ �o �lul ww --- _ � � � \ i 1 � � ` � ,,,_.- , , � � \ ► \ � � � I ` I � ` 1 � � ` \ -. � , � I I � TH S VOL UME'S P'ROVIDED ATT E�EVA�ON 390.52 ANDSTHE 03 f� ` � �, � � 1 I j i i � I 1 \ � � \ � �ssl�NAL ��� � \ I 30-HOUR LOW-FLOW DRAWDOWN ORIFICE INVERT IS LOCATED � \ � I If , \ \ � / ' \ 1 ` � I � / � - � � l I � \ \ � \ - � � � ABOVE THIS ELEVATION AT 390.75 . THIS ORIFICE DRAINS THE � � i � 1 � � . ♦ I , � � � I , � � � , � � � � , i � ; 7 � � � ` , , � , � � \ � I � I I ` 1NITIAL 1 xWQV. � / ' / \ I ' , \ \ ` � � / � y ) � � , � � THE EED BASlN MINIMUM ENHANCED EXTENDED DETENTION WQV � \ � ` . , ) ? �, � � .� � / � / I /� . �" � , / i / � � � 1 1S 3 140cf THIS VOLUME IS PROVlDED AT ELEVATION 39 f.89 ' � S� � , . , � � � i � � � � � 1 � � � � � : � / � 4 � ' � I � � ' � AND THE 03 ENHANCED EXTENDED DETENTION ORIFlCE INVERT } ,,/ � � � / � 1 � � � ' ` , � / � / � � , � � !S LOCATED ABOVE THIS ELEVATION AT 392.00 . THlS ORIFICE � � � � J � � � ' � �� ' / ' � ' ( DRAINS THE SECOND 1 xWQV. (' � � ' ,r � � � ' ' � + ( ' � � ' . � � / . / � ( � / + f � / ) --_._ f j I � I , I I IN SUMMARY, THE EED BASIN IS SUFFICIENTLY SIZED FOR 2xWQV ---_ � l � l � f � � / / � , / � - 1 � \ 1 � � � i � � � � � j / / ( ,� � / '� � WITH THE �13'" 30-HOUR NDRAWDOWN ORIFlCE DRAINING THE � � � � � � / 1 � ,� ` � �� ` � � / / � � l //1 � fNlTIAL 1 xWQV AND A �3 ENHANCED EXTENDED DETENTION \ / / , � � � � / � s / ! � / / A # / � / / / �� \ � �� � � � � ORIF/CE ORAINlNG THE SECOND 1 xWQV. ALSO, THESE TWO 03 \ � � �� � � � � � � / I �, Z ' � . ORIFlCES, AND ONLY THESE TWO 4s3 ORIFlCES, ARE USED TO �-�'' � � � \ � ' � / � � � I I / � -- , �, O �\ � � � / ( � I l � � � ;DETAIN DA �1B's 1-YEAR, 24-HOUR PEAK SCS Si'ORM EVENT ` �.�.� ��.�.'.�. . . � ` ( � ( � � / � ` ` � / � � 1 I . . . . . � l / � � � . � ' � SATISFYING MS-19 CHANNEL ADEQUACY REQUlREMENTS FOR TH1S ; . . . . .' �.'.' . . . . . . t � I � � � ,�''� �` �� � � i , l � � / f. � OUTFALL. NOTE, THE 1-YEAR WATER SURFACE ELEVATION IS � ( '.'.".'.`:-°-'�. .� �.'.'.'.'. . � � � ` I � , � � � / I � � � -- - "� .` N -�' � � � + � , I / / / / �393.84 AND THE RlSER RIM ELEV,4TtON 1S DESIGNED AT 395.75 . � � � �: :���;� � \ _ / � � ; I , � � � / / / � / f ' , ` � � �� o � _ / I � / , , . . l 1 � , � ,r \ ' I ' � � � / THE SO1L AROUND THE SPILLWAY IS TO BE AT 95% COMPACTION '' . � '� �' ��' �� ��� � � '� � \ � ' / 1 � ' � � � � � --� � o ^ � � l l � ' / / � WITH AN lMPERVIOUS CORE AND CUT-OFF TRENCH. THE � � '•���'�'� • �� � � i � j ' / � � / � � N � ` �- � � / � . . . . , ' . � �� � � I � j ' % � SPILLWAY IS GRASS LlNED AND DOWNSTREAM 0� THE SPILLWAY � �� � � � � � � , `��� � � /� � l � � / � � f � S ` � � p� � --� � � � � l / / / � I WILL BE A GRASS LfN1NG. 0� � � �� . . 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W � �y%' p -� � / � � � / � Draim e Area#lA Im ious Areas Pr�Devela ment "=���;. .: / � � / � o ��\ �` :�`� `��.� • / ,' ...� /� .� ost-Develp en t :, / / � / / � �Vh � � ' J _ � � ' ' \ `\ ;<»` \ --._ ____- -- � / ''/ � � `'� / / / Existtmg Homes,Driveways&Walks 0.76 ae. 0.58 ac. `Y'� � L•� \ --�._ �- -- / R,o � � � � -'' / � � � � \ \ " 'y,�. f�� 'A\_,;-:_._ O � N / --- <;.;�h�:; � � �'� / �/ r--- W � E =' . � �\� \ :--�u � � � �- � / Existting Roads&Associated Sidewaflcs 0.78 ac. 0.54 ac. _ -°-�-�l=�" �� � ''� ,,.-- / '�' w � E ) , f �� � � / / / � . ��:_"�:�:� �.���. � ,,.�-- / / �.- o = � _ _ � / � � ` `-- - - -- ✓ ' � � -� / � � � Prog►osed Homes,Driveways&Wa1ks U16 ac. � `•.,'�'�`�� ,aw � � - _,_-_ - ✓ / � � � / / �-- a cn � .� � �� � / �/ i .i � �F� ,£ / � .--- o \\ \ ` � -� � / / � / ProprosedRc�ads&Associated Sidewagts Q-Q05 �, � \ � - �'_ ` : � � � / � / � / / / �oe ►v0. � � � µ�r<.:: <N �.":.z;::_; Y:x:, � ,-, ,. � �� � � G-�-�I C�t� E � � / � �� �.�;;:::=- ::.:s.�� � �_ _---_ �� � / / G A P,I�I I C �C A L / o � ��:: �: .:�-��;.� ....: � � � ��� `� / i � , � `�, j_,,. `�t:,x � / � •� � � / � �a s ;.�. .f \a; �� 112062 0 � ��:�, \ / - - �� �:�:,.`-2�` \ / �, , =�; �� � 25 50 700 / 200 / / � / �'Sz„�`a?"' `��'x"' �Y/•�,,. ,.'.::.:.� ex � / 50 / 0 /25 �00 / 200 � \ � � � / � \� \ '� � � \\ \ -.`_ - / / / / . �� `\ �'%�, `�-F.-V �; .�� \ \ \ �` --- - --� / / � / SCALE � 'n o \\ �>: �. � \ ( (Post Develo ent) � �` \ -.�' � 1 � � / / / Dtagn e Area#1B Im ervious Areas Fre-Deveb ent � ` - � \\ / � ` ��:�x=�: �'�'��x� \\ � � � �` � �' 1►,=50' o " - � �1 `,� n a ` .,,��., a �� / _,� / Eaistting Hames,Driveways&Walks 0.28 aC. d.42Z ac. \� !, y,.. v � �`�' � � � � � � � ` ` \1 '��:' `�;,:���� �� \ �( IN FEET ) � / / / � / ..-� Egisitin Roads&Assaciated Sidewalks � `, � <'��: `%:,,�``°„` ��. \ \ � ( I FEF'tt�) �- � �, � �'�,� � \ � / � � � fl.f�3 aC_ 0.364 aC. ym:;.. �*A � � \ / ° ;4..��_.:�::: : > \ ,, � \\ � 1 inc� 50 ft. �-- / ` / �� 1 1 `�, "�s�:,';'�"."`� � / \ \\ \ � ` � \ _�,.._ __-- .�- "/ / / / ,{ in� _/ 50 / � / SHEET N0. a o . � , 1 \ �, � � � � \ `�- ' /� � � � � ._-- � Prop>osed Homes,Driveways& Wallcs �.67 ac. ' ` <x° � � / / � _--- / �, y � :F,. ..� � �� � � / � � Pro ►osed Roads&Assaciated Sidewalks I.06 �..<w:z_:=::;x:.� � � � � � � � / I 7 � r � \ \ / _._. P �. �-::�:z:...rY�..: � � / / I -- � 3 �:. � i � ��'�'TH ��T� � j� � � �SCOTT R. COLLINS'Z � U No. 35791 ,� ro�,o ���I14 �,w�' ��'`9SIONAL E��`� . EN��A.NCED EX��IVDED DET�NTION BASIN ROUTING CALCULATIONS INFLOW HYDROGRA.PHS 4 Inflow Hydrographs POND C��ARAC'TF.RISTICS DEEP POND VOLUME LOW M,ARSH VOLUME HIGH MARSH VOLUME Hydrograph 0 POND VOLUMES E���c�� Area of Cantoi.u� Volume Ekvatiom Area af Contour Vot�sme Elevatio Area of Contour Volume SCS 8 Contour Areas name:1-Yr 24-Hour SCS storm event Elevation(ft) Area(s� Computed Vol.(cy) SHALLOW MARSH WATER SURFACE EL. = 390.75 � 48 0 390 1� 0 �3 `�� � z EL. = 392.00 4 95�R �4 6834 5,925 .00 0.0 TENTIDN WATER SURFACE 398 3g2 4189 , : `pI p Area acres 6.870 386.00 48 EXTENDED DE 3Bg 409 > ��� � ) ����.�► ,......,, .. .,�:.. ...;���_ :. .. . ....�'�...._ _.�\�N��S�,,. ��.. ��ik�i��a,v,Y f.... ..._�.'- S.� .i✓._.:,, .,l.; . , .....� ... �� ��: Fa�l CN 73.800 388.00 409.00 14•7 HIGH MARSH = BETV4IEEN ELEVATIONS 393.0 AND 394.0 390 1Qgg 1,850 393 5461 9,573 Type 2 3so.00 1098.00 68•5 LOW MARSH = BETWEEN ELEVATIONS 390.0 AND 393.0 � in 3.300 392.00 4189.00 252•0 _ � rainfall, P( ) DEEP POOL- BETW�EN ELEVATIONS 386.0 AND 390.0 � nc. hrs 0.1600 393.00 5061.00 4Z3.O _ FIGITRE3.U7-3s � time of co ( ) TOP OF RISER- 395�75 �'��',��2' time increment(hrs) 0.0200 394.00 6834.00 �2•5 TOP OF DAM=398A �e�a.e�r�rua-nu�,�-�r� TraxhandDebtisltackCe�rrptixncfor,Ks�ended-DuetirNarCe+rtroJSbarctrres o time limit(hrs} 30.000 396.00 8627.00 1213.8 Summary of Watersheds N fudge factor 1.00 398.00 10399.00 1917.5 24" CONC. RISER STRUCTURE ~ 75'WIDE EMERGEN�Y SPILLWAY CREST=396.75 Pre-Development 2-Yr Flow 1i0-Yr Flow Post-Development 2-Yr Flow 10-Yr Flow �� �� ,�„�„�,,, ��� W routed true ��__-.- - � tion ft 386.00 Vot.(cy) 0.00 18" CONC. OUTFALL PIPE D.A. #1A 7.56 ac. 9.48 21.68 D.A. #1A 4.44 ac. 8.40 18.01 � 1v.y�a � �"� peak flow(cfs) 8.622 Start_Eleva ( ) � �� �(� ak time hrs 11.938 OUTFALL PIPE: D.A.#16 3.75 ac. 2.57 7.68 D.A. #1B 6.87 ac. 0.86 11.17 .:,._._...--''�" - t�c�a/a�a �� �� Pe f ) ; .--- e�c«�r� �-- volume(cy) 1008.074 INV. IN=388.5� E = 11.31 ac. 12.05 29.36 � = 11.31 ac. 9.26 29.18 -����,�e�/"�� f� 1� � _ � --io wr�--� � �• '.".� 1 t � run-so�ce r�u INV. OUT 38�.28 �-� - Hydrograph 1 LENGTH=44.(�' � . - . _+`� . , � � � �-m c�r�ro� a�a�o�n�r.s�. . 1� . _ � ..•-ow s�wu�tr�sx.s,� � SCS SLOPE=0.50°�o k'�GUR�3.01-ta ��°``' ` • i � � � �-- name:2-Yr 24-Hour SCS storm event 3" INVERTED PIPE (�390.75 EL. Hnmo�eneoris Embankraents w/Seepnke Conlrols � �� � " ' � °�' i ��� 5iD1D"� 2�_�� � Area(acres) 6.870 RD�D ���OW 3" ORIFICE @ 392.00;EL. � • � � � � `�� �� E: EIMBANKMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH ��� . ��{ � � � � CN 73.800 NOT °"` Ty� 2 _. - 3 � f � � .� souo 1-Yr 24-Hour SCS storm event THIS DE'TAIL. ����� �"� � � �� � � ' '� �` �°�`°M�� rainfall, P(in) 4.000 � 8.618 at 11.94(hrs) / I �� p��� � .._., : \ �• : . � H•ilsaFi 1� time of conc. (hrs) 0.1600 inflow( ) ^ . 200 discharge(cfs) 0.716 at 12.56(hrs) ' �� �4 � - - `�"°"' � � �/f � �'°�"�01°� time increment(hrs) 0 0 water level(ft) 393.836 at 12.58(hrs) w _-_- SECTION time limit(hrs) 30.000 ___ _____ } � � storage(cy) 601.935 �� `���� � � fudge factor 1.00 � � � � � � �v`s_--�._., --��i f �3 G7-3o � Q routed true 2_Yr 24-Hour SCS storm event �r peakflow(cfs) 12.489 ��.�;'• ``�`•`�```�•� � 4' min I .J �o'�'" inflow(cfs) 12.483 at 11.94 (hrs) =,;i,ii,-•;�' %�r` � oft �n-4' �a+ s,�abte� °�` O � f rraot�al �r�." /�°°"°e�``� °�°�p,,,�„°� peak time(hrs) 11.938 � 0.857 at 12.68(hrs) �-"-""a� H volume(cy) 1460.152 discharge( ) S� or rock �------- �/ water level(ft) 394.818 at 12.78(hrs) TYPIC,RL HO►�OGfNEOUS Hydrograph 2 storage(cy) 860.115 EMBAIVKMEN7 � x d��. CS � � ' ac.�.�s*x��e� � S 10-Yr 24-Hour SCS storm event _ name:10-Yr 24-Hour SCS storm event inflow(cfs) 24.971 at 11.94 (hrs) �'� � Tronsitan fill ° � Area(acres) 6.870 discharge(cfs) 11.171 at 12.12(hrs) °dt °� 9� � W CN 73.800 M water level(ft) 396.561 at 12.12(hrs) �� � y.:���-� �A � � � Type 2 +� � rn storage(cy) 1398.U71 � �t�� t� � PBrfOrofted c�ecta Btonket droin �� -� a N r a i n f a l l, P i n 6.0 0 0 Fow�dotwn drom � � � roin 3.07-4 � t v� ��l F N- a p p time o f con c. (h r s) 0.1 6 0 0 100-Yr 24-Hour SCS storm event � n t h r s OA 2 0 0 F O U N D A T I O N O R A I N B U 1 N K E T D R A I N t i m e i n c r e m e ( ) W �{� 4 6.5 0 5 a t 1 1.9 4(h r s) '���� � I-- w W t ime lim i t(h r s) 3 0.0 0 0 i n fl o ( ) ; W � � discharge(cfs) 45.593 at 11.96(hrs) i a°m e t�C� � c n -� � fu dge f a c t o r 1.0 0 vvater level(ft) 396.996 at 11.96(hrs) o Z U w N � t i F-N- routed t�e storage(cy) 1547.798 . w cfs 24.983 °nofi 1/d•�ae�a.t. O � p � r� z peak flo ( ) � �.:, �a�.a a -� � � Q � g � � f peak time(hrs) 11.938 �'� «� � ',.. . � Rock or grov� � ��noar�t i'�� �rkl N m o � � Z a O volume(cy) 2920.965 , � ��. � � � �� ,��,"'' Q g ��.BC"s, � �m6. a!�qti� 0 � f� J � H dr ra h 3 � �� Z Z � a a Y 09 P r►an�on i1it� ` �QO � F��- o N � � f Q Trans�ion f�ter SCS ' "' ' :, - name:100-Yr 24-Hour SCS storm event GNIMI�EY DRAiN ��E nR�►�w � �` '`�'"� �" • �0'"" "� °°yOO�'�'� > z � o cai� a � ' '.•'�'+:::.'� � Area acres 6.870 c:�3_ot-ta "'�r`�"'"' .. c ~ a CO a � N m � ) �a�. '-' CN 73.800 � toor .ra 4s• �`'�°a �,,nr��.u�.rm � � ~ � T y� 2 Secti.�n ���eb� � Z w c� �'-1 z-t �otn � W V rainfall, P(in) 9.100 time of conc.{hrs) 0.1600 NOTE- time increment hrs 0.0200 SEE SHEET 1 FOR BMP TABLE w�r�e:sc;SErtgi»eerfngFt�ltJ,�tli�+}�i 6� �.. � V w � w � � wu time limit(hrs) 30.000 0 0 � ~ � 1 � fudge factor 1.00 routed true � rr � \i a ' �0�` '�` ��' � r QQ 1 i ak flow cfs 46.527 Pe ( ) i ti � � peak time(hrs) 11.938 • volume(cy) 5439.872 � o � 1____� i----- _.. � � ' ---------' �D1°' Llevation 3:vFual Water Qarali[y S'wale Gan,fi�,tsratior� P� a�o�..e�.e W .cn-� � � � .-�"�, � v� SQL�1Tft?I�IS l�eber� �+ a v ,-�-i n M .�-� � � ' n notes for Stormwater BMP ������ ���E � �� � ` ` \ � � N � General constructio � �' �' �' � � � . Management plans 1.All dams and constructed fill to be within 95%of maximum dry density and 2%of F°`� optimu m moisture content.All fill material to be approved by a geotechnical �-� engineer. A geotechnical engineer is to be present during consVuction of dams. '"�� ��� Re� 1� E'gwe�.t�4--'� .�..._,,.,��----,...... 2. Pipe and riser joints are to be watertight within stormwater management " facilities. ��,,,.�...-�:,�.-�.�,x ��`'� `.� ; , i 3. For temporary sediment traps or basins which are to be converted to permanent }--�� , r mana ement facilities; conversion is not to take place until the site is ` `� `� � � +�°1°� � ,�' I I i , stormwate g �`-�' �s��`� � �`L-_ � � � ' I I 415 � � � � ! ! ermission has been obtained from the County erosion control -�� � stabilized and ,�`��'�{�" � fx„_ =�- 415 ; i � ' ti inspector. P ,'` '� �"` � � ( � � � ! ' Z M � ..�- ; � � i � ; � i � , � �� I ! � � -F---- -�--- -1 N ---;-----j---- ; , �� � ?�FI�� --- - -- ---- � i -�----- I - I , � � � . �-- -� tla s�oei� � �-- � , � / ; , , � � - , I i � � ' � 410 � . _ TENTIDN POND _ �' , ;I ' . : ENHANCED EXTENDED DE , 4� o ', ` � � � , � � ,� !:� i ' � 24 RCP RI: ER AT ELEV; 395. 5 � � � »_ � PROf'OS � REBAY� ( �, ; � � � � � w � WITH APPROVED TRA�H RA K � I � i � � � 'SCA�: 1 -'2� T0� A LEV. 393.0 J ,' � � ; i �y -,e.�,.s' Fn�ba+nd �iBo�oon w�iA�► 2-��!: ��t �"�' � OR I FI CE C 0 �FF.=0. _�___�__-�-- � ; I� � �i, `• �� �\ � � �` \ \ ' � V,U��H 5' IDE SPILL�Y ' � ! i � � ' _ . ! ' N N � � � l � ' I , -__---�t4 }�. � 2�: G�U! �, � ' I � ~ Z �, �i� ,\ `�, � , ATl LEV. 3�0 .,___ , I I W / � � 405 N H 0 '\ l,' � \ \ `\ „ / L � `� v,�,..�` � 40 5 � I �, I i ' � \ ' 3. 19 �� % i � N � � - f �� �� � \ � , � . 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NOTE, ^ W a c=if ( � \ \ � \ � i ` / � S FACILITY SHALL BE ` \ I�NDA Y II�E \ ' � \ \� \ PEWNEDN& MAI��T�+AI�D BY THE HOA. + \ \ � , \� �., \ / � 112062 I n � � L A \ I \ ��� \. \. \ ; 2 � `PR CI L� �� � � � �-� ` � � � � � U.\A 3�5. 5\ ' � � � � � � �,_� / / � �� ..� - L 2J�W� ��' �T � 'DE N 0� QR�� I E� A � � � � � �� ��,, � � sc�►� ELEv. � .�' N N�E EyC � �r � � \ � � \ ' _/ � � AS NOTEC f ' \ E T I T � SHEET NO. �� � � ;i ___ _._-- ___ _ � ! � � � � x � � � � � �� � ��'�'T �F� �k� i / , . , / � � � �. . . . . k / � � � \� f Q � . . \� . . . . . . _ \\k � �� � � / � / � ,� � \ � / , � / ' � � / �SCOTT . COLLINS� "\ . �'� � � � � �k / , / � � ;� U No. 35791 ,a � / , � � , / ,� A ��U(t4 ,�,� 4•• �\ . . . / �O / J � . . . \-r TBM 2 � � / ' � , .,c��, ��� ! NRD ' � k .=476.06' ' � , S� � �� S`�I DNAL ETS � r ' ` -1� ' � � � � \� TREE GUYING DETAIL CONSISTS � / � / OF 2 GUYS,SET 120° AROUND }/ .��` �s PLANT PIT ON UPHILL SIDE � � / , , , , . , \ . � � � ! ' � / � REFER TO TREE STAKING DETAIL � \ REFER TO TREE � � / � STAKING DETAII � S I COMPACT EXCAVATED SOIL / � �\\� / � � TO FORM ROOTBALL PIT ti'. / / / � ON GOWNHILL SIDE OF TREE \ �.. / I \I V R B I R C H TRENCH EDGE AROUND ' �, � �' `/ MULCHEDREA TO BE \' � / � � / _ : / ' TRENCH EDGE AROUND \ / " S ' � �\ \�� ENTIRE AREA TO BE \ \ J , \ � � � � � ! REFER TO ROOTBALL PIT �\�� ` MULCHEO \ � , ,�. \ � ,� i / � \ \\ \/ DETAII �/��j/D�\ ::'::K:.�.•: `� ` REFER TO ROOTBALL PIT \ �� . . . . . . . . ��///� .::::r'.''i';7.' � ' ",�-:• ��\ i�\�\ Ir''':C?.::rr'': !j::J'r::::(-.:, � DETAIL Z / / � / \ ..`�. � 'y1�. .,.,� / / %\� ..•.•�:�•.::: ::��';i;:�;.,:, ��� �///� :�'�.•:.�.:��.: O �\ � 1' . � / ����::.,:[.�.:..:;i.. ROOTBALL _:::.f:j�D �j���•;"..c•.�tr:. ROOTBALL : \ � o / / � � o- / , � � \// ::•�:::,`i.:r.... :?•`;.. ���\ � \\ � ��� �...:.. .• . \\� �� � � .:..::::::.:.:•, � � � ' / Cr ,����� � ' ����� \�\\�� `•;:•'�/ %�\��/�\//� U / ��//,�%%��/%��/%�///%�/// `�iiii�//�/\�//\�j�//\��\�\\\�\�� \ o �. , � \ \ \ \ � \ \ \ \\ �\ /� � � // �/���/,, cn � / � � � ' ,' ,' � �\��%%�%��//i��\��\/��\��!�\ \�� �� ��`���%\����j�j��'�� Z . ' / �///.��/.���' NOTES: \ \\/\� \ \ \/ O � / o� / i l �^�'' A7 -� t. SET TREE PLUMB PRIOR TO STAKING. �„� \ � NOTES: t SET TREE PLUMB PRIOR TO STAKING N , � �"� � � � � � ' ,_ � E S I TR TO R E I N %; � / ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. ALL PRUNlNGIS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND � / �. '. \ 2.SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LHNDSCAPE ARCHITECT. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT � � � � . . \ i / . \ �� j � � � �� � \ � � k� / � �' �` , TREE PLANTING N.TS. 2 TRE�E PLANTING ON SLOPE N.T.S , / i�,_ lO � \ � 12 SECTION ' � � I � �� �. \. e•� � \ \ \ i \ \ l �.. � � � � .;7.'. \ , 562, \ c.. l � lr � \ ` \ � � I e.. � �S � � /�` � NOTES: / C� ' �' / i �`�,�. � , t SET TREE PLUMB PRIOR TO STAKING. � � , � • �'. \ 39?�,� I � a-� \ � i � . � I l \ � � iB. � �" � 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEP,D BACKFILL TO TERMINATE � � , / cv.. �. � � � � � ' � / ' "�' I � \` � R I V C � / AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER AT TOP OUTSIDE LIMITS OF THE SUPERVISION OF THE LANDSCAPE ARCHITECT. ROOTBALL �— REFER TO TREE � C a; STAKING DETAIL ` � � i � � �Q / ' � \, ��, � y 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFII.LING. ADD MULCH OVERTOP OF �,. � X / � 4 IMMEDIATELY SOAK PLANT WITN WATER. LIMI�TSOTBEGINN N�G AT NONMORE \ �/ '. TBM i�___. � \ k / THAN 1" DEPTH AT TRUNK AND \\\� � E� , I �K .� '�. k � 5 RELARE ITOTT�HISPINSTALLAT ON./SPECIFICATIONS AS THEY TAPERING UP TO A DEPTH OF \ 3" AT PLANTING PIT LIMITS. � �j . �.. �ON450D9 � � �X / / � / THEN TAPER TO PROPOSED � 0.. I I . � \ k � X � � � FINISHED GRADE � � � \ \�� � \ �. � . .�- � � k/ T VARI�S W \ RED MA , � R Z � ` , O Q.. � _ _ • � .„ � , TYP. Q �..' / „'�- � �` � \ � _ � 0 �\ i ` ��.. �!� i� _ ' � \ � �.. . \-• � \�� � . -t' �, � ....,:q, / O I "o, � SPECIMEN SHRUB �= / \ / � + Q . I _ —�.� I,� ' � ,' . ' \ � \ �} / r (AS SPECIFIED ON -� TRENCH EDGE AROUND /�/�'���'.r' :�;: / • ` , / � (�[ L '— � �\ i. ` � \\ \ �+ X � DRAWINGSI �_ \` MULCHEOREA TO BE �\��j\ .?': ROOTBALL �..:.�:.��\� � , , • / --- ` �Q \ �_".r��, � \\ \� � .. � \ � \ / / ` \ �� � \ / , ' , . ,B: ''\ � + l'' , � P R K 1 � 1 1 —'" -_ �\ � o \ � rk k �/�� �\� ..� �� �O/�\��\\/ gACKFILL WITH CULTIVATED, � X � \ �/ � � CUT AWAY ALL WIRE BASKETS � �� �/�� \�� � ORIGINAL SOIL FROM PLANT � \ / �\ ' 8 1 \ \� \ / l AND/OR NON-BIODEGRADABLE \�� /� � ��/• / / \/�\ ��� PIT EXCAVATION IF LOOSE. IF � / ` t 1 � � k k � � q-� ROOTBALL WRAPPING AFTER EXCAVATED MATERIAL IS NOT � \ � I � , \ o. \ , FINAL TREE PLACEMENT. LOOSE, SUBSTITUTE WITH W � I J 1 � / / 1 �\ MIN. BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL � 1 � \ � TO BE UNTIED FROM TRUNK MATERIAL AMEND BACKFILL � � � � \ _lI �-� �- f' �.}- ` ' I t t ^ \ � \\ \�� k \\� \ �IJI�=I�I��— . ..:.�.•.}•.,i• � . II�,I=�I�I' AND CUT AWAY TO A POINT PER SPECIFICATIONS, COMPAC7 Y O� �-�" \ AT tEAST 1/2 DISTANCE DOWN BACKFILI IN LIFTS BY FOOT. � / i i-� I .� '� 1 � � �o•� �� � / %' �� \.\ �(��=IV ;;i.::::.�i:": ., . •''(�4�I—I)I) ROOTBALL WATER THROUGHLY AT 1/2 J Q N \ \ � /" ` . 1 1 � ? � ' ( � I= II- �.:%:" IIL=. DEPTH (n Q ,--� � '� ` !" � �' ••.. . � �`• ROOTBAIL ''.i�"(�F'=I�: m \ / / , ' � ��-""�_' �!' ` 1 1 �� ` 'III}=I�II:.:;�:1:.:��. ����� SCARIFY BASE OF PLANT PIT f' 0 Q \ v � / J I 1 �� � i �� \' =����_ ` =1L= Z � W � ,�-,- / \ , ` �: 1 _l � � ' I � � a �� '' — — — � � WHEN EXCAVATING PIT BREAK l 1 RETURtJ A�D GOMPACT LOOSE W � , r..- �� �- '� , , 1 � ! ` ' 1 \�� , II���IIII= . _ _ '.s,l—'�If�I+ THROUGH AND LOOSEN ALL EXCAVATED MATERIAL TO � j M Q �r — �I HARDPAN IREMOVE AS PLANT PIT TO ESTABIISHED ` .- I � u' NECESSARY TO FACILITATE PROPER DEPTH PRIOR TO ��, � � � r- . � -- - � =11i1i=11t11=111 IIfl-1i 1=(1fff=1111i=I11�=1T�llill-� p cn •�-� _ \ � , '�^ . 1 , � -n���=l II= I=III—RIII= I—IIII=I�I I=I�II= DRAINAGE) PLANT PLACEMENT Z V W N �j � V �t I� _ \ �l . ` ' � _ \ .,��-1ITi u111=1����U--����}=�^�� � J p N Z � � W � � a z g c� ,-, /. t , \� � � \ � Nores a�-y � Q � a � r, f \ � __� '�� � � ' ` 1 � � � 1. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT p� .-+ N J W � � � \ , � ;� "�� /�� � • ' 1 � 1i � R E D O A K I \s� REFER TO ROOTBALL PIT AGREEABIE TO THESE PLAN7ING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN V � � N 0 � / I" r,. _'I I� � ' ��� � ' . _ , . _ . . . . . � � I , I �, \ DETAIL 7ERMS OF PLANT SURVIVABILITY Of1 WARRANTY. W ? � � � Z d U � Q g � �c � \ _ "�� fl'� I �• '. y I O- �\` 2. CONTRACTOR TO NOTIFY LAMDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED 8Y, � N �„�,� Z p, Q W � L _� �- �� �.--� ' � y� r— I � ' � � / \ �\ \ OR INCURRED DURING. PIANTING PROCESS Z Q Z � � W J � � � � � O � � � � a . O _- -- � . � � ; I / o �� s � � Z � Q F=— m � cn Q � J 1. � 1 — � ,��_ \\ \ N.T.S. 12 RO�OTBALL PIT N.T.S. � `" a m Q � N � � � � , ' � � � -- f � � R I UE R B I �� ,� � \� 2 SHRUB PLANTING �-�� 4 � �� ' � � � 2 . � .---- ' � ��� i ; \�, � � � . c� c�"n � u�i � � � %� ��,. � � � .��� ,� Y/.�v� RED �AK � _- � � - o � ; , � � � � � � � � � �- � / � � �� / \ \ ag�1 , �/ ,l� ` �;f � Z ' 1` ' '� w ' "�{'' � \\ \ � > Z w ~ � / 5`� -""" I ' .� � w � � U %� � / ./ . . � � � .� 1 ` 1�-- = _---- � 3 � -� �� � � � Landsca e Notes � o � o i '�. � �. � 1 J � I _ .' � ' . � � I °\ U � VWi , p _ _ / � � � � / ' ' _ / �---- � 1 �- � .� , - � W � / /� �� 'C I / � r� I � -�- - � '� `' ' ' ' CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED � I! � . 1 , � � \ �� I. / � � ; I � , � �� � �� � TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING " � ' \ � ` / � t ' � � `` � ,--- � ° I SERVE AS LIMITS QF CONSTRUCTION. // \ , `� � / ! � , � _ �- � ; \ , \ / � // / / / ' , Rod.=2a • � � � � � , ! _t , � ,. �, � • �� \ / ` ' NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. � _ \ � ��-�s� • � � 1 ` � �- ' 1 � � � �/ ' / � PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS - -- � � � � , ' � � � �� �� ' / TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ i �/ � C � '' r �` � � \ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. j ' 4 1 �\ � � ' _ r -'�+ � � , . 1 � � J ,1 �� � � � CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE �_--_ __�.-�_.__, o \ � � __.� --- ! � , � � � -� ` \ \ \ ARBORIST IF ANY OCCUR. u, � � � � � � � - . � o � ��r---� --� � ` � � � \\ � / � I � / , \, - I / � � ' '' ' � � _-' � � � ____ . �� , � �'`�/ , �� � CONTRACTONSTRUC�TIONYACTIVITYANEEDED WITHIN ANY�TREERPROTECT�IONTMEASURERALN RDEANCE Q N � N c� .�-� � � � _ -_ \ . ,� \ � �'' � , � - � \ � � OF ANY CO � c rn rn � � � : j - -�_ V I � /�/ � ; L I .�. .-- � ' , � �\ / PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN ' � \ ' �. � / ! ' t t �' I - , � � �' 1�; � S � . � ` COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY , � \ � � �� TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. � / / ` -�" ' 1; -' - �.�-, I , ' , �. � � `� ' 1 ` �.� --� _---'� I' � � � � � 1 � X� �. \ \�� \ � ,� /J �- ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE —�`--' __ ,' , � J V __ ---'' _ '� ' � I � � \ S � � OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE _ , __- _-- ' - -- / \ / I � � __ I ,__ - � � 1 , � � � � ; I t3• � \ \ / WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS / � ` f�' _I —. ~�_f J 1 . � � �!.- � � X \� - ---- - � l 1 . _.�- �`' � __-- ---' f I � L `� -- I X`--x--� � ��� / AI SHMALLHB BCAT/TRAC TLHOEE CONTRACTOR N 0 D S USS AME HODS� OF GRADING WOR B W�DONE WITH 1 ' _ I I� , � � L; _-- ``� _ - ''��' � I � � f �. -�� ,�- i J , � ��S � �� LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN � _�-_-J `I / � / `� ' ' � _�.� � � � , � -� � � ; t � � DESiGNATED TRtt PROTECTION AREAS OR WITHiN tXiSTING DRIPLiNtS. � r—� � �� ' i t 1 - .� �- ,� � J ` _-- . , / \. � �I � ___.. -� � � �' �/ <\ \ ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM M ( �' ' ' ` D M'A P �E � s THE SAME SOURC= (PER SPECIES). � � �J/ � --� � �\ Z M ��_ �I / ' � ` � ' 1 ' � �' � i ' ` 4\ \ �� CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY � z , � < _, I ! ; . - - - � / f� ` � SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING (y � � � � I. � 8 � 1 .- � ---� I � � � � INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT �� `-`--T' � o �----- -'` I % I �I V R B( R C H PRIOR TO PLACEMENT OF ORDERS. � � / �„� M x—x _./� ,� � I � .^ I �`" -- --- , ' � � i �`` i� � �- ----' r___!_ ____ _ � LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY � a' o , . , ] ": � .� _ � I � � � � ;? - -- j � \ AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE � a ��i (`� � / + _.- -- -f—�----_s _-__� i -'' -- I \ ARCHITECT 48-HOURS PRIOR TO DELIVERY. � 3 a � ' �� ' -- f � � � , I 1� � ` '' � l.. . _ i ' � C � // I � � " � ¢: __ I PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. Q f-� o ` ` 1 _____ --- \ � � � � J l � � , _ ._._._ ^ \ r ' � , ` � � � � �S1'AN�E= � MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. � J o 1 �� j I /� � � ` _ - � . � . � SIGH� � 2 � , MULCH SHALL BE APPLIED TO A 2-�NCH DEPTH. MULCH RINGS 24-INCHES MIN. IN DIAMETER ARE N ~ Cn � , � I , .� , f- N -----_--____� I � / /� � / i ! _ ____ ____ �.. � � � TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE J � , I � - - _____ 19 � i � � � � i �� ! I � DOUBLE-SHREDDED HARDWOOD. � Q � I�---1 � � � _.-_ __ '_ '__._.______ _ _ _..._-_�_._ S � '•� . ... -------- --� `` I �i�� -" — -- ' '' i,' ;� ��� � A�.S� IA (SUB2013 0� � ;i � 1 I \� � , � � � , �� CONTRACTOR TO VERIFY ALL Q�ANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY > � � o � - ------ --._. X/ � ~'-- � i � � / ,b � D I S C R E P A N C I E S T O T H E L A N D S C A P E A R C H I T E C T I M M E D I A T E L Y P R I O R T O O R D E R W G. � � z -- -� � % � , ; � — — , , ,� 5.13 / � �; w w o w � ��=_� , �� � �--, � � � �/: i � / ' � i :: --- i / � y � ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS J 0 � z , � � I. � i \ ; / ` 2.1 / i � ./. .� -. � , ASSOCIATION. — � c� `---_____--� � � _ / / i i / r , . � o w C� , t � Rod. 0. � / � / � � \ V �� � Arc=S • 1 � , i � , � Calculatlons — �n o as � � I � +� \ ,� , , \� �./ , � \� a z �\ 1�1 1 �. �� , ' o � L� � �� � � � � � Z � a ` \ � � �-� -`+ ��`� �, ° / � ; / � � EET R D: I--' � o w _ \ �� �\� \_ � / � P AS E I B \ ROAD FRONTAGE ft : � 1559 Q � � o . � � � '/ . � � � 1 EE PER 50 32 � � "' � ` � / � �� i - ACRES �` � TREES REQ D { ) J � ' � � � '�' �� Il � �.\ � � ;/ �/ � � ' � � �� TREET TREES PROVIDED: 32 + 1 EXISTING TREE TO REMAIN � � � � � \ . � � I \�`� �, , ✓ �o , ,' ; i � � , � , ,� �� Q � � o % �- % � 1 RED OAK � ���; �S� � ��, ��- � �a \ ' ; , , �--� � � �` �, Plant Le end = Q � � � � -� .� / � , ; � �, / � (� �—'� z � . ,� -'" I, � \y�� �'� �, � � / � '' \ f'� 0 3 \ ` � � �, �' � � \ � \ � \ �:o. / � FU TU R = � o " / ' � � � � % � � � \ , � �� PLANT SCHEDULE � � r ^ � �� ' � � A ' � / \ TOTAL SITE � v 1 Q °' a '` \ S � � j � �� D E E L P I V I E N�� / � � , SYM BOTANICAL COMMON NAME SIZE CANOPY (s� QUANTITY COVERAGE (s� Q U o �' x , � �, \\ � ' � • / / � � C � � � � � (LO S 2 -- 6) ' _ � �� �� ,; � TREE5 � � � \ � � o' �� � Q� � � ,� _ QR QUERCUS RUBRA RED OAK 2- 2 1/2"cai. 424 10 4,240 � � � _ s � � m�, � ; � �� � j _ - - -- --�:--=�--- - ._ � � N 86'43'j gN BETULA NIGRA RIVER BIRCH 2- 2 1/2"cal. 397 14 5,558 � � L o 3 I ,' ' � � � ' ` � COUNlY OF ALBEMARLE -. aR ACER RUBRUM'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 2- 2 1(2"cal. 452 8 3,616 F- � � � �' r � � ' � �" ' � � CITY OF CHARLOTTESI/ILL TOTAL CANOPY 13,414 W ! i = Z � w w, � � � � N 8T3104'E 123.19' \ � �� . __ w ' � i �� _ �/ � c L.L � Z _o w � U �/� � � __r_-�---_—_ _ — _ _ _ '_ _ � �\\ � <��� �� V/ � Z N , / -��`_` � �., -_ � lochlyn Hill Extended Detention Basin � . . . � . .. � . . �� . . � �T J C � � � � � � B TANICAL COMMON NAME SPACING QUANTITY Remarks �"'� y � o ❑ � . _ � -- i _ - _ ;� o W U T� � \ i �/ \1 / ` \``` �'� ��' Dee Marsh Zone 1.5'-4'(30 hour)1,2Q0 SF � °' � � -�` . / _-,_ p � � O o Q' \ + � / ' Carex lacustris Lake sedge 2 o.c. 100 � � . ��� .� . Q � � a� 'n � v V � � `� � \�� � � � Scipus acutus Hardstem buirush 2'o.c. 75 j � � \ �'�.�� : w Scipus vatidus Soft stem bulrush 2'o.c. 75 �' �� � ..: �.:�: .� � � � �w . '�' � oo �� p Zizania aquatica Wild rice 2'o.c. 50 � °- � '�"•=' •'�,y �: I cv a, N ° � \ � �`� `�'�:,�.�:' _ ) + � o �� u � � � \- .�` � � l� o �\ ,�• ;�. � low Marsh Zone.5-1.5' 1,500 SF w ` o \ \ \• f � � o , �. ._ . � , � .��:..•;'. � � � Eleocharis obutsa Blunt S pike Rush 2'o.c. 125 c � - -� :� HIGH Mf'�RSH ZONE W � � � � � � � � Juncus effusus So ft rus h 2'o.c. 1 2 5 � � = o � - � � `�' ' ������� PLANTIf�G AREA a cn a ... Scipus pungens Common three-square rush 2'o.c. 125 0 `' _ + � �. �.� •� JOB N0. � c ; , '� �� �� �� 112062 � � � - � t''� ' LOW M A:R SH ZON E GRAPHIC SCALE ° + +� � � P �A N TI N G A R E A High Marsh Zone 0-.5� �,600 SF S�� N ; � �� I 40 0 20 40 80 160 � � i- � i i ��\ / Carex stricta Tussock Sedge 2' o.c. 110 1 ��=L�O� . o ,_ /� I ` ` '� . . � �� � D E E P M R S H Z 0 N E clethra alnifotia Sweet Pepperbush 5'o.c. 20 plant in grouping w quantity o 5 � � / � i � ` ( IN FEET ) Ilex glabra Inkberry 5'o.c. 20 pfant in grouping w/quantity of 5 SHEET NO. a o \ I � � ^ `/ P L A N T I G A R E A 1 i n c h = 40 f t. I r i s p s e u d o c o r u s Y e l l o w w a t e r i r i s 2'o.c. 110 plant in grou pin g w/min.quantity of 25 �9 N � t� + / Scipus pungens Common three-square rush 2'o.c. 110 F 3 i + � I