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HomeMy WebLinkAboutWPO201800026 Plan - VSMP WPO VSMP 2019-11-07mmmmwi� wommomm v 0 mommomoom x ... \ s A m E m A mm COUNTY, vi G1 \ 14 22902 GENERAL NOTES DRAWING LIST: UTILITIES/GOVERNING AGENCIES CONTACTS I COVER SHEET I. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND 2 ALTA/ACSM LAND TITLE AND TOPOGRAPHICAL SITE SURVEY GAS WATER FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION 3 ALTA/ACSM LAND TITLE AND TOPOGRAPHICAL ROAD SURVEY Qp CITY OF CHARLOTTESVILLE ALBEMARLE COUNTY SERVICE AUR40RITY (ACSA) AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY 4 EROSION � SEDIMENTATION CONTROL PLAN (PHASE 1) DEPT OF UTILITIES 168 SPOTNAP ROAD CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON 5 EROSION � SEDIMENTATION CONTROL � PLAN (PHASE 2) �P 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 CHARLOTTESVILLE, VA 22911 THE PLANS OR 12", WHICHEVER IS LESS, CONTACT FREELAND is KAUFFMAN, INC. (864-233-5497) AND 6 EROSION E SEDIMENTATION CONTROL DETAILS CONTACT: ALEx MORR1soN OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 7 EROSION � SEDIMENTATION CONTROL DETAILS CONTACT: CHRISTIAN CHIRICO PNONE1 (434) 977-4511 8 SITE LAYOUT O� PHONE: (434) 970-3811 2. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY 9 SITE DETAILS R- P ELECTRIC WASTEWATER (SEPTIC) EXCESS TOPSOIL HE/SHE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND 10 SITE DETAILS LANDSCAPING OPERATION. 11 SITE DETAILS DOMINION VIRGINIA POWER VIRGINIA DEPT. OF HEALTH 17 GRADING � DRAINAGE PLAN CONTACT KELLY MAXWELL ENVIRONMENTAL HEALTH SERVICES 128 1138 ROSE HILL DRIVE HILL D 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL 18 DRY POND SECTION SHEET PHONE, (434) 972-6812 ROSE VA 22903 REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE 19 STORM PROFILES PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE 20 STORM DETAILS �- PHONE: (434) 972-6200 INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. OWNER AND FREELAND E KAUFFMAN, 21 LANDSCAPING PLAN INC. ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS. TELEPHONE/CABLE p CENTURY LINK 4. CALL UTILITY LOCATOR SERVICE 72 HOURS IN ADVANCE OF DIGGING AT 811. GOpy 417 W. MAIN STREET CHARLOTTESVILLE, VA 22903 5. ALL WORK SHALL CONFORM TO VIRGINIA DEPARTMENT OF TRANSPORTATION E ALBEMARLE COUNTY CONTACT: THERESA BRYANT STANDARDS AND SPECIFICATIONS. LATI®N PHONE; (434) 971-1371 SCALE I°=I,000' 6. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO VA ACCESSIBILITY STANDARDS OR ALBEMARLE COUNTY STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 7. PRE -CAST DRAINAGE AND SANITARY SEWER STRUCTURES HAVE BEEN SPECIFIED ON THE PLANS. ADDITIONAL G O V E P N I N G AGENCIES CONTACTS: OWNER AND FREELAND � KAUFFMAN, INC., HOWEVER, ASSUME NO RESPONSIBILITY FOR THESE STRUCTURES AS FIELD CONDITIONS DURING CONSTRUCTION OFTEN DICTATE MINOR ELEVATION EROSION CONTROL E WATER QUALITY DEPARTMENT OF TRANSPORTATION ADJUSTMENTS. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY AND EXPENSE FOR MODIFYING THESE ALBEMARLE COUNTY VIRGINIA DEPARTMENT OF TRANSPORTATION STRUCTURES TO ACCOMMODATE THESE FIELD ADJUSTMENTS. COMMUNITY DEVELOPMENT 401 MCINTIRE ROAD CHARLOTTESVILLE RESIDENCY 701 VDOT WAY 8. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT REVISION: CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22911 CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE DEVELOPE�- CONTACT, MATT WENTLAND, PE CONTACT, ADAM MOORE, PE PROJECT, ASBUILT SURVEY OF THE DETENTION POND, AND PREPARATION OF ANY OTHER REQUIRED PHONE (434) 296-5832 EXT. 3458 MWENTLAND°ALBErnARL;=,oRG PHONE: (434) 422-9782 AS -BUILT PLANS TO BE SUBMITTED TO ALBEMARLE COUNTY COMMUNITY DEVELOPMENT AND/OR VIRGINIA DOT, AND ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF BONDS. C�OSS DEVELOPMENT CC ALBEMA�LE)LLC ALL SURVEYS SHALL BE PERFORMED BY A SURVEYOR LICENSED IN THE STATE OF VIRGINIA. PLANNING � ZONING STORMWATER MANAGEMENT ALBEMARLE COUNTY ALBEMARLE COUNTY 9. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO VIRGINIA DEPARTMENT OF 4336 MARSH RIDGE. COMMUNITY DEVELOPMENT COMMUNITY DEVELOPMENT HEALTH, ENVIRONMENTAL SERVICES, AND ALBEMARLE COUNTY SERVICES AUTHORITY STANDARDS AND 401 MCINT12E ROAD 401 MCINTIRE ROAD DETAILS. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THESE STANDARDS. CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 CARROLLTON) TX 75010 CONTACT, CAMERON LANGILLE CONTACT: MATT WENTLANO, PE 10. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST. PHONE, (434) 296-5832 EXT. 3432 PHONE, (434) 296-5832 EXT. 3458 BLANGILLE°ALBEMARLEORG MWENTLAND°ALBEMARLE.ORG II: THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED (214) 6_14-8252 WITH THE TESTING OF THE WATER AND SEWER LINES REQUIRED BY VIRGINIA DEPARTMENT OF TELEPHONE HEALTH, ENVIRONMENTAL SERVICES, AND ALBEMARLE COUNTY SERVICES AUTHORITY. 12. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. 13. SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGULARLY TO ENSURE THAT THE INTENDED PURPOSES ARE ACCOMPLISHED. 14. ALL PRE -CAST DRAINAGE AND MANHOLE STRUCTURES MUST MEET VDOT SPECIFICATIONS. 15. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES F A VIRGINIA REGISTERED ENGINEE�- SURVEYOR S 0 S U S S O S D LAND ON -SITE TO PROVIDE ALL CONSTRUCTION STAKE -OUT SERVICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ENSURING THE SURVEYOR IS IN POSSESSION OF THE LATEST REVISIONS OF F�EELANDALL PLANS. and KAUFFMAN, INC, 16. A STATE OF VIRGIINIA DEPARTMENT OF TRANSPORTATION (VDOT) ENCROACHMENT PERMIT IS REQUIRED 209 WEST STONE AVENUE FOR ALL WORK WITHIN THE PUBLIC ROADWAY RIGHTS -OF -WAY OF U.S. 742. 17. ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY OF ANON ROAD EXTENSION SHALL REQUIRE GREENVILLE) SC 29609 COORDINATION WITH ALBEMARLE COUNTY AND VDOT. CAL TELEPHONE (864) 233-5497 Y v ®_ . � 1 APPROVED bY the Albemarle Counky arirl A9U trypsf=vbNT�hm Xfk tess�aB is sexs(3m� ay _m...-.� 'btaffiim YmeG6o!m. �� is CHA E ' SU�VEYO�— Crnmul�ify Dv� la m�nf D�)artf;)ri G . -EVERY DLGGM JOB REQUIRES A CALL - EVEN SMALL PROJECTS WE T� OR S�. F YOU SURVEY MATTES LLC - � AN UV�C{rD unm UE *M DGGW YOU CAN 6014 ) HARM YCLRSE F OR THOSE ARO M YOU DISRUPT SERVGE TO AN WIRE P8GE8004OCD 4D POTWAL.Y M RESPO W-E FOR ROES AND REF AP COSTS. SMART L C� 8d EAG, .OEL 17 HILL RE T AVENUE Vd-ETHER YOU ARE A HOMEOWNER OR A EXCAVATOR, CW CALL TO 81 GETS YOLK U D N /23/2 IS UrLITY L� MA� FOR L� SIMPSONVILLE, SC 29681 SHEET TELEPPONE (864) 451-0176 OCTOBEQ 25, 2018 - - � , , , , I . I I I �� " __ - 46 - ­1 \1 Zoned: HC (HIGHWAY COMMERCIAL), RA (RURAL AREAS), AIRPORT IMPACT - I I /\ 1 3 �, \ \ UTILITY INFORMATION LEGEND i I I I AREA, DAM INUNDATION ZONE, & FLOOD HAZARD OVERLAY , l � I I 1 460.81 , I I � " , ,�,, � , , , I 1 1, I I ""' I I I 1 4 �� � . 1. 61.��2 �,� 11 I � 11 \ A I SETBACKS: I I � , 'I, I I'll I LINE Owv WATER VALVE , , I ,�,�� �k � "I ,,,, ,,, \ 1 " WATER: M\ I 1, I I .1 I Front -Minimum: 10 feet from the right-of-way or the exterior edge of I I , 'I, 11 \ 4p?.90 P , 11� 11V \� 11 - - - - ADJOINER PROPERTY LINE �; HYDRANT 462.94- \, \ 1, \ , � �1. ,5 ALBERMARLE COUNTY SERVICE AUTHORITY the sidewalk if the sidewalk is outside of the right-of-way, for off-street , I , -4511 11 ,,,, �� ,�/ �/ ", �;, " , \ \ , 'Z � I � (434) 977 0 IRON PIN-REBAR FOUND I x I I �, parking or loading spaces, 10 feet from any public street right-of-way. , ; � , EASEMENT LINE 462. - 62.46 ',, , i5- , , IPINF k i � --- - - qp� ,,,_- � I 1 1;� A, ,,� , D /I ­ __ \ % . ... . ... - 0. NAIL FOUND . 86 1 SEWER: . , �', 1�11 I I WATERCOURSE NAILF I I � �, "I Front -Maximum: 30 feet from the right-of-way or the exterior edge of A� � - - - - - - I I ,,,, ,/ " k,%� 1'� /J �11, I SCEPTIC SYSTEM - - - - - - STORM DRAINAGE PIPE 0 IRON PIN SET-5/8- REBAR \ / ,,- I 11 "I I �, the sidewalk if the sidewalk is outside of the right-of-way, provided that I . IPINS 464.01--\ ,\ *- , �100 I ,� � �11 I - this maximum setback shall not apply to any structure existing on June � wtr - WATER LINE 0 CALCULATED POINT 18" CMP X\ (-:F, 6 ',,82 1� ��\,4 6 3.81 ELECTRIC: 3, 2015 and to any structure depicted on an approved final site plan \, '58 , 1'1� 4 5,'3. 6 2 , � N/F CID \, � �f, - � 1 46�\�O DOMINION VIRGINIA POWER that is valid on June 3, 2015 as having a front setback greater than 30 "I Lori D Fitzgerald gas - GAS LINE COL., UTILITY POLE Inv=462.54 , " "I "I � , 11, PID: 07700-00-00-01000 7 �, 4 6 2 7'1\��, �6 . 1 58 , �_ __ -% -4,rj , I i I I", (866) 366-4357 feet; none, on any lot, including a corner lot, abutting a principal arterial I I?" ' -,,- "I . slll"1'11�_, 'i, ohe OVERHEAD ELECTRIC X � `�',� I � highway. 11 11 _� �11 - I ' ' ')' ., �1� �', ,,, I I ,,""', I " DB. 1498, PG. 287 1'� �? �� __� 464.43-J \\ 111/1'/ 11 I % � GAS: ,�, I , ') 1 , 11 "', 11 I I Zone: , LI �� �� _f _'� ,111� � " I", �� I 1,,,,,,,,'�,, X ___/ %� 1\ I �, , A 1,0 �",q 5 1 � Z i, CITY OF CHARLOTTESVILLE �,� � � �X 416.46�) __------ " �1_ ., , Side and Rear -Maximum: If the abutting lot is zoned residential, rural , , , "? ��, �� , I ,,� , / ,,, / , - - " - 11 I it �� (434) 970-3211 areas, or the Monticello Historic district: (I) no portion of any structure, , - i " i C"I , - , �0 I ,> :� "I , � � 1 I 1� 1��l 1 ,,,,, i ,�; I �� I "", A , 1, �� ( cn / A,, v- 1 , / - , co ,� �� ----' , ? �,'� _1? i �, 5 I, I I � IV- /� ", 5 , I ", I i , excluding signs, shall be located closer than 50 feet from the district �1� I ", I "? � I 1�: I -I, - ,% I , I I " , - "'I 11, \� , , TELEPHONE: �11 �� �'l -1 I ((n .I ,�J , - I - � �� 11 - .29 boundary, and (ii) no off-street parking or loading space shall be located " �l ';�__ - ( . �11 I 11 P 10 I , " I , I i - CENTURYLINK , � 1_� �, 11 :� �� I , , J 'i , I bI , , , 1 ; �', N�l f X 4��_ 86 ­- 11, -I i I . I I I 4, , , 1'6 -, `� "', � t OTPED (434) 207-2508 closer than 20 feet to the district boundary. - , _)� I I il i I Yn, -`� ", � A \ _� 1� - ;� _�, t, I I if 4., ; 1 ,,,, fl#� - " � * �� I I 1�-,� � 0 , I , i �,� ,;, �,, "I "� 1, ; �, il % I , �, .,�F2 ',,,,,� , 1". \I,'J" , __ - k " , Stepbacks: , i�r�, - ,/,�,�/ � , i i',�i I , I I I , i _�, 11 �1� _ � 1, / >f 423.12 1 �0 I �� ,C) i ,�,� ,,, fi , , Q , <\i I I ,;� _�11 ,$_ -1 I I I '1 ': i a � -��A I �. I 0 I - I � f ( ( �,, I 'I � A � CABLE: /i 'y �� , ,�? �'� _1�1 �- >� " a �� , / I , I �"f 11, , . � , - , I I I V, I Front: For each story that begins above 40 feet in height or for each �- ;� f,��I­J, ,,,, " 1 , 1� , I , I k v- , , I I �, X 466 33 IiOl \ ' �'D \ XFINITY BY COMCAST 1, '� . - �j , -� , , , I-ii'll " � , I , ,� ll�I6 (' �/ 18" CMP 6 . , ��,% " \ 0 story above the third story, whichever is less, the minimum stepback shall X1% �� _� �y -31 :I I. I I i I I \ , 1 I ,,, � I 1, , i , I ''' ( (, " I '� 1�� ��, ,,, �y I ia. ,.,��f i V , I 11 ( , , ,,, 'I I i , �' ­q� : m , tr) I , r'll I'll _i, (800) 266-2278 be 15 feet. 01 I I I I I - ,, \ �,�y ,i` I , -� i �,,` I ,,�, 1 ",01 I ,C�,, ! , , I I - /, � 11 "� , , �, ;� T I'lit � I "l I, ___t QN MAE! 4 4 1 A-176." ,' ii ,,' b, l, ' ' ' ' >4 I � 0� � � � , --- I ,!- i ,- I - " I -I- -,r " '_ �. 7 `� I , " � I ir) I I /// I" I � I Iii \ � " �� t , , i . , �, I , ; ? ,f ) I , , , , , 1,1 I I I " � 1 � "k , , I I "ll A-11" . 'I, - , I 1 � I i I i-,) I � /,//,/ /, \ ,\66.3 � , � \ ,I �, - 1� �? i' ___�,,, � , ,,� i't I I I � 'r ,,,-, - , 1�,� Side and Rear:None , _2 I , , X 464.45 46 _: I I - ­ i �, 4�7"�2��,� ' � Inv=464.13 LQQA11 �,� V, ,7i o 7 " i ") ! , ,� I i I , ` 6.8:�73�� 1 SCALE: 1"=1,000' � � _� �� � 47's ,�,,,, I- i i, , v, � ,,, \ % ,q I � I , " "M / 1 � , \ 1,�, ­ "'j" , , � I I �, " ;,�,, 1 I , I I I, i I it I I-i-i � I I \ I ""A I" I 1, A , :? . ol 'i j'��, , 1 ,,,,, I � , � , , ,,� , , �.. �� ;,;, ." i k , , '� � I I , j."', I 1 , , � I I I I i " I 1 1 //1_1 " , � 1/� MINIMUM! I 1 k � � 1 �, . I I 'A � ( / ,,',�,/ I " , I-, %., . , 1�7 S - I t I I "I I "I ; P-�, I- I ,4 . . � f" , i ?� � I I 11 11 I I I '� , � �� '� '. , 1 J5 � I i , i i . I I , I i . 1 1 -q- � I --- 'N' " I ,15b , ,,, I4 1 , V-4,� \4 Ciy;, l "I I I ! I i 4 � I � I X'I4]q I I � I I r ( I � kA � , , ) r, I i I I 'It I I I I 10 -46t'­­- . , I 1 , ,I I I I I 1 , -1 I ! I �;, 1 (,(6,1"1- �, , I , ` I , I IQ FLOOD INFORMATION i I � I I I I I li I, , � I I I � -t I I' 814� 46 .4,8 C� � I I !;, , I i , I 1 I,, I I i I �,' , //,-,/ -13" Oak ' I NOTES: �y '� __� I , 1, ,� i, I I 111, k i i I I � , - � I 1;;f � 'I I III 1, I 'q,;�', k � �, 11 1 1, ... , I _ - I , ; \/ . ! , 1 1 I I ,-,\ , , I i I I , t I -�T� '_O,k I I Ix I_ � g , , I I I : 1 i 11 I ' I i I I � I -'r I I I fl I ( �,,,��),�,/ ,,,,, ,�, - - 1 .23 '6 f ­�, 4, co ,.r 4, �� \ , 1 1 1 I p I , i �, I i 11 - -, , , , , " i ", - ��> , , I , -, , ,� 11 � ,� '�`14 _'� '� en i 6 I ,,,, 1 C( Z� , I e-, I IN. � I , - i 1 I J, i A " I 1 , / / I I If I I I I I. �� 5., _1_,X , % " ' I "I I I , ,�, � a', ,`� I ,,, i t !, ; i , � � V � r I FLOOD ZONE: "AE" AREA WITH BASE FLOOD _� � ;, �� (,,,�",�J, � / ; �',, I I I 11 ., I I , I I p I � 'i, I , I, iv X 45 7 1. NORTH ARROW, BEARINGS, AND COORDINATES ARE BASED UPON VA GRID NAD 83 ESTABLISHED BY STATIC 376.72�,, -) i,o I I -,l�', I ,,, ", � �� ,,;, it I I �� : I I � , I I I ,­!, �//;�'-,,F-�i?// , I " ,-,� If I I I 1'1� 11,111 "l 1 I "f��"7 , i 1 I li� Vi I ,,, �, 1 , " � I /, I I , , I I 1 1 1 1 1 1 I 11, , , , " " , I I , , I ,,,,,,, , I ri", � I I �11 ,I " I I 1 i � I_ I ,;, I I I',' ; ��,, " , I � , 9 � I , 1 J I I I" I I,,, -, i I T, I I I I I 1, I I I I , I py, u , I , , , 1'� , ", i-I "I'll 11 1 i l I �y_fi,5, 1 1 I �? , I 1--� . 8" Oak A\,Ty I � V-, I '�', ELEVATION OF 372.5 ESTABLISHED AND ND OPUS SOLUTION. .11 " _%11 , I 11�'N "" 11111V\ \\ �� �, I I I i , I � - i� H, ,I , � w4�,iA6 I 1, I %-, , �k � I I �, "I I � ,� � "X" AREA DETERMINED TO BE OUTSIDE THE , - / W ­\11,1-y if i, 1 I' i�, ji, I 4, I I 11 -,,, , 1 IL F ; , I I I / I i � I H 1, W, 11 I 1 1, !;- i I I �� I I 1k, I, , \ -1 I � � A il 11 I ,� 1 I 11, I I , I � H , t I I I � i il I i i ; h, 1 i I 1 1 , I I 1111 e , ,�,, \1 I '' , , ; I , , � ;1 1� ,,,, �, I I ,--f I ,I ; , l,� I F ! I � i I I I I, i ,� 'I, 'I 1� i Iii I I i 'I � '.1 / Grass ,,�, V , , - �, � " � � I I I , _�� I � -� 'li, �, \'�N� \ \0 \\� I �, , 1, ,,,,, � I , �)I I � � 0.2% ANNUAL CHANCE FLOODPLAIN 2. ELEVATIONS ARE BASED UPON NAVD 88 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. I I \V, , I. I i I i i I � 1 5 1 i J ,/1 ' \ � � lb ,� , I" 1, '� � , , ,\ , , " "" � "-,- 1 R 1"?��X,11 �,�' \ I ; 1 I �l I . I I , 1 1 1 1 , �� . i i � , I , . ( / � I � lIll 11 � 'I I�,! � I � I ,vi " \ '��, 'J,2, 7/x / / I " 1,11� ,� I \ , PER FEMA MAP NO. 51003CO288D , � > � �� ", � � i ( I it'! k)A I I , , - , � 0 V'! -� / ',,",- I CP1 -) 11 , -�L\I'A--" \'�\ \,� \, ""\ , , \''I � I I , I- ,,, J 1 �' �_�, t I \-" ,Tfe,e­ 466-­ I :�, ,�,,O,'-�,,,',��, , �� " I, ir I I`), I ! ( ; I 4 I - . i 1 �� , I i I I - R� 'I 4 I it ;', I 11 , , 1\ \ \ , " � 1 A 6,466 kI 3 ,8 , t�� . e , � � ", ." ,\,� ,\ ,,\\�,,' ,,Z,,\.� � L'! i, , , 1� I I ! i'l I 1' I I i , - , �� I, � I 7�� �, 1��_/,?�Y' __ ,�\ I ��, I" � , ,� ,\ , , � , ? . I , �/ '11; X " ,,,�,�, - . ,ma,313i- 1 � i i� I 1 ��, i, "',", �, , I \ I, I EFFECTIVE DATE: FEBRUARY 4, 2005 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS: " , " l - , , , _11,�I'l-,"_, '1_-'_, - '40'Z �3,'�� -,-T-, , ­- - �' Y�, /// " /// , / , , I _n;,, ,_ 1, :,N,��:",� , ,,, �,, 'k'o� .1 11 . ...... I, , � n ", , , , _1111��,\,��\\\ I . _�� , ,�­­ 111.11,11, - - " I - n \ , I I . I- " .��,, T73 /Ul ,,� �-, X 2\ 6 �\'. I I �", , % � '� , ,� , , I � ,� i, i ." 1, ii, " ,� , \ ­,,�--.e / 1 a � �� , '. I. , , - , . "", � I - , , , , , , "", " \ . - -- �',� , , 11 1, �� I 1, �11'11 "I , i 11 .699-34 ,/' , I ( , ___1­-___/"_)-_ , , I , \ �< , �\ .11 ,\ _- 2� , "I'll ,)",����,49,�-,�,�3,--,,,,�-,"',,.�-",'-,�,� , 7 - " '\ ' ,��11 W.-I I I I S, Cl�, I �,� , ,,, ,,, I \ , " , 'I, I 11-111111- ,,, - I ,� ,_,_-, W­ -g�' _/ / � � / 11 11 . �11'__'9_1��,`) I I , " , 4 ti -)' 1� ; -) I >< ,9A - �, �Z3 _11�, 7. � . ,� "t i 11 '' - I - \ � I , \41ok " " "" , ,q�"\�', , I,,� , , , ) , ,_-, ", �?/ 1# , 'i , "I � ', b ' "U/1/1 - 1_� / / / I III, ,\ I / I I ,, I 'l , , ", 1\ 4\ � , , 141'M-�7�,�:`, -� \, ", '\" \ \_ - ( �, 1 - �V,, / /, � , / . . f ��l � '' - "O.- I , ­ , .�_ �W��, 71�/X//// N/, �/�/4/ I - , 5 4i,�'O_ ;�� ,'"i7j,, .F',' e�' , \ , I " A k5 R�,�` ::, ­,5, 1 � � . � -11 � '1 7.72- i" � �,M,�;f)-?- -�J - ,� - W. k Z� I I I � � A. PLAT BOOK 4137, PAGE 332 RECORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. " I 7�W&117, . -f 7 ., I I I / ;,�, /�,` /-/, , �` - / -_ ,,� I I , ­1" - - __ --It I I - P�y/,////�///////'�///�////,/ / / / �F_i '__1 �, \ PARKING . � ,__ �7 36, V h, i J ­N I f " I ii� " 'I 1 / 0, , I // /// V "I \ z \ \-; �� 1�1_ '1_1� '� � I,k r4f 1� 1111 f, I , , 1, I I I I ��? \\ ,\ \ , `� ", �_ ' . � " _1� -X',! it'll �J&x 0 I / ,'�,,, '! I /:� / / , " YlIx"1111,11141111111110 , 1� I - 11 \ 10� , ''I 1, I", ., . / / / -,� I'll I "I 0 % 4. THIS SURVEY MEETS THE REQUIREMENT FOR A CLASS "A- SURVEY (1:10,000) AS DEFINED FOR THE , % 71( �/ //,�, ��, , , � , 68'�2 1 , e / //, I 1'// Z � I I � .i I , ��/ / ; 1 >1 I 1 /, , , ly ­t�,, �_, � ,I I / A'at� % ,I , f I :_ Q4 ii, " -, � i, ", / I ,,, I ill I /bI I � \ I � REGULAR = N/A 1, I ��? , L� 4�5r : ff,�_! I; I 11 ", 'i I 14 / /� /' "I // I / �_, ,4'',, i , I / q1 �gr 1'� I \ � I I I I I I -J I I , l k I 1 , � 11 / -� LIA / , � ,, �;�, _'� I I 11 , I �/ 11 0 ///////// �,//, 4// / //, �4/� //, / -X 466.88 1-1 , 11 , . t, " I I �tl if( �,� " I , ��, " I , , / � / r 1�11 \ , X_4_6_8�,g , STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF VIRGINIA. I �1 1� I 31 _� '' I'M �, I i, I -1 I I 1 i ", I 1 / 1:�! I/) i /1? � / / /, V. , // // �//� /X/ ////, /A// /�// /,O// /w / . t�_ 1-1 \ \ � '�� C� " ­ "", \ 0. '�', 1, HANDICAP = N/A I . " - ''I I'll I / , � \ \ o ,I\ kp ,,,, � � 11, - � I_ 11� I 11 , '11�1 " t 1 l(il i, 1 ", / - / / -�/' / , , I/, / MEEMMMEMEMA . I I `- I -, , q !;ii,,�liyr--�, , 15 ;' -�, / It / / " , '1Z I I �, ,Ill , �/, I I , , /, X ;�'. 7 ,// I � 1 5. THE AREA WAS DETERMINED BY DMD METHOD. I � �,� ,,, I I f X" 0 / / /�� /,,',, , ­ I I �\�, _'y 'I, , I I x/ ////,/, /_1 468.48_0 V1'9.1J6 �, \ - 4 � , -I, llfh(f 1, , 1'�11�,N��I)��4��I,�, , ''I , , � , I , _. : ,� 1. I r, I I P .1 li, I I I i I , 'I , \ 1\ \\,,� 1, , R II I ;)K Hilo i i _1/ " 14 !/� / " ii / 4//// ,,,, ,/ �/�; X/�, / /xv //// ///' / // � / /// - %11 " I t v - --r- W \1 � , I " I IT I 14 H _�­ ��_ ) / ,,", i , I I � / 1;1 I , , / - X / " r . 15" 7P , , , � � . ? I " I - , // 1�� , '� _11 'y " , , 'g, � ,,, 14 I 11 ////,��/ '// , "/ "I � \ '\ Inv=468.09 " 'J flljifl�l,hO ,,, Ili 1 !,"I", 11 __­,­ _,-/ ;, � I i � I 1*111 11""14, �'*/ -//;x /// , ,) / / X 4 6 7��1-"' \ A \ I � I IV , , I'l ,lz/�� , 6. ALL HORIZONTAL DISTANCES ARE GROUND DISTANCES. I ,/ / " I 1, , , , I .. 'to , " � 11 >,,� � _'�,'' , �;1_ , , , I 11,l,i ,,I I I I,��? I 1, /'� / 1, 0 I/ , S,V-, , V/ , ,�// / / .�/ / Z I 11 4 . .1 I . I / /I I " 1, , "rw 1. - I , I --, � / , , " , _f I J ii� / I/X , I I I k /'OVED , , I I " I , lilt , �,K�_ I— __�`/ / ,� � �, I ,I I . 4�. '' , I/ i ''I 1, -� I -f !,I -, I , �� //,�,/, //// //// //// ////, X//��/J,1 / . V - � � /,�Ir -_ 1 //j If I,-//// /� -, ,_� I I ,,-�� . \ i I -- I 1 7. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET #A721403244-OOA, FIELD " '_1 I -) 1 , I (H I i I,, -1 11 T M �il I � //' , 1 / I / / J - N/F 1-1 / , _,�� , I . I 11111'41W I � ----,- ­-'�� I .. l-, Z ,�\ \ \ I I - ------ -_ -''-,.., ___ ---.. ___ F I ,I, h, ,� �i fllllj�1111,1�11 1 � , - , I / J I � />� /&///4 /// v// //�Ul, , 11 1�11 "I', f /17 ill I I f, I I /_� / / ,//// Ir , , / 7 1 11 I , - , ) , , - " " 4!��_-;�O 1/1' Gregory Allen Love ;I Is, I ___`� _', �) �,_. 4- ,/l/' i4i i / I I , I Ill,/ � 4 `� , f", / / J � ;I 1, . I" ,� 11 "I I I i I y! 11 t, , ;;�Ii 1 11 i 1 0,i i ��i il"I ,'-- --- , . & VIX 7/// -, '?, I t 1, �, 'r� 26 SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE T IAT THE I - I - - I ; .1 I/ I ./ ,W_ PID: 07700-00-00-01100 1 '� I , I I-, ., �, I ,� / ` �� . I , , I , , , , , - /// �/ -­ " '�� , , , , I ,--, -- ­-__�, / / -� / ! I / Pill 11111 I i-�/ , " / r \'\\ � ',�,- A '+ / U. 44 UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR �' , , 1\ -) I , �� 3). I I I �ji 1; i I 1 I t , 1 1 , � , ,�//, -///,/Y// I , //' "�� I , i , � ­1 � / 0 , ! I 1 17 1 , 0/: el�/ '18 11 I I 11 11 41, 1 T, li W, , ... � . , I J / W - I/ -11 469. '57A 1�& "I I I I S H 1,;,11:11 1!'i`f,l,, �r/ % , I Ill I I ;'! I 0 I i �, 41, i I , I S OWN ARE IN , , / t, / /g//// I -1 DB. 2798, PG. 643 1 ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTLITIE I __ I,/ ,_,� I � ,,, � � " , ,1 - � 1J, /-' - -_ � I IH 11 � . �,- -_ � y 1� I t I ­­, -, � I i 111 i I i"I .Itl , ­ W - '1/ 1, C Q� " I THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS -, . I / I � \A\ ,,, I _. I � , 11 / , _,�_, - "' ill! i // � 0 1 11 �, � . , J�'J , I . I Ifill,ii4l"lli'l _` -, // / 14 ///O/// ///, f ///,, / Zone: HC , , '1� Wil!lhllil'411 I'll --­­ �5',', ,,�, // , I , 11 , �, I CATED THE UNDERGROUND . I ;-,? f �11 - �_ "-, , S I � � , , I 'I A , _1 __ , , 0 , / � , ww /// ///��////// , , �, � � , � 111141 � 1 1 I /V � I, , \\ � W, . - - �, , " , I I I I!, ,/ I "I 1 I POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LO . J',- ill ,![J,�I­j i, I 1 41 1 _-, _/ . / A, l " I'VL6 A9 � \�, "I UTILITIES. � , � , i 1, V I � 1 1 I f r' ft ; "It I I I fl 1, N t 1 1 / I 1 Ill ill! __\ xl �� , , 4 1 J, , it Ilif //'116 - // /,, ,ru // � 11 " . ` �, �� ; �, ,-'%V;,, 11 '-f"fill '.!I H I ­"_ ­� , '(////l�1///, //Vv/ //, 24 Oak \ k� I , I // / 0 1 , � " �,,, I � I 11,11 11 � I Il I I I b " --- - -- �� / / 4�// / , , 11 0 1 ­_; , , I __ llfll�t D I I , i t /�,- �'l � � , , __ , � �, \ � X, 470.8415; 1 1 ,�­ - , I "�_, 11 _� � /, " ` , . \ , �' I, i, 1 f,� I I � ,�_ I- _1� __---�!-�_�/ / / f 111101111WI,` � ... I AY/ / N/ V , , - �,I,ld I i M, I I "! �,f i , 1, 1 I / ii�,� ­­ �/ \\ �11 � JI I y I'll a 1__;� � , /' , I �,Q " !11 , iff I I l"'i , I , I , ', ,� " 7 ­_� /' r_;�l I i, I:;,,l I 1�11,� � 11 i'.J1flIIff"ll* , ,,,, - _� _17� I- __ I I , '1� Ill ( '' , 46 53' \� X - �� ,�,�,\ 1� \ 8. THE PROPERTY APPEARS TO BE IN FEMA ZONE "AE" AREA WITH BASE FLOOD ELEVATION OF 372.5 rn I , "''- - / T 470.3 - � � 1-1-1 I '�,, I I '� - I " " . � " " I , . , � I lJJ,Jh:,'­ I '111111fl 1/ ,_ '��?'J,Jlliljlgl lit, I�AA, " X 1, �� I I I , , �_­ - i e, / I \ , , \1� I , - - , 1� //� -';�"", ,�11 , ,I- I - I 1,-,rl I , ,�-,,­ -�-:�_ I WIIWZ, , /I �////,0 , � / I � / 71, z, � '/' , �//� // .., , / I I 1, � I I? If ll , I I , /;, Y/� / " 470.6 ESTABLISHED AND "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP ­ �y ,;- �,, �0 I "I I , F 1, I'? 1, , , -,--- -,, �\ , � , I 1. 1 - //� ,� - 14; , I \ I . , 14 -1 \ I fll�; I r -I J, 1 I,i 1 1 � I , , i I 1�11,1!il` J /- ,,--' --- - -�­_ � , Z , , \ \\ l��, "I 15" CMP #51003CO288D; EFFECTIVE FEBRUARY 4, 2005. 11 "I li I. ill i I . , X� -, ,�', I i I I/ I/ _­ - PO /'A �� 1, "I "I ,_0 ---:- \ I , , ", I I _'� I '' r1l, I , F I fM -- �--- 'r- __,� . , - // 50' Shared Driveway Easement , 469.37 " /I ill it., ,e I/ / � �J� I � I I : , �, I-,' _�,_ _-- __T__ _1U1W ill I/I 17111, , /� / � _v , ] " i" " 1 1 r1f, � ij- 17,11 Ill ), , B ) , " I i, " - iIII ;/,/, X// � , � 1�i� , I p 1", I ill , I '' 1 1 / // ", "Ill , , , nv= I Ill I 1; I i I I I ­1 1, I M P "I ,V , I/ � 'i 1, �� 11, -� , -ki Ii li 1), If l I-",-- ­ I i z -//// ,,, / N 3,891,340.03 1 " "�_---j! , 11 fill ,�/,, X "I------ / \\ i, ,� �� " 1 IJ1H,flti1I;;iJJ _�� � � , I I < -­ � - I/,/ "ll I , //' , / , , I I . ', > � I ,it �flfll: I __ ! / " " 9. ZONING PROVIDED BY ALBEMARLE COUNTY TO BE USED FOR INFORMATIONAL PURPOSES ONLY. . /­ _, 11 � -- " - " �/ X 46 5_9�i 4v, DB. 3471, PG. 413 E 11,485,707.76 1 / 1� �_�i�i " - - Ili ,�� k , , I I I I 111�fliljii�� I t,l !fi i I ,,,, 1 i! I ,,,,, I u / / " ­1 -t_--­, J(if� � i , , , J i " / ��'// , ""- ,� � I � I , , "'i, I I I , � I" �r � � I \ , -1 . 1, �, " hmf, I'll ;,ii 1I '11mi, � it, , )g � \ 1, I I � )X' , z, , -­­, I "' I'lliVil/ -Irl, I '' � � 41 .06 , 1�? " � " , ; ­ I I i1i", iii I f i J , . , it li,� _-:� _�­ -, "I '/�// PB. 4137, PG. 332 /-/ � , , I "I I 0_�, 10. TOTAL AREA = 190,876 S.F. = 4.382± ACRES I I I� If -- I I I! I-); 1; I IIII I /_1­ "' "' I/./ i ? f / PB. 3471, PG. 411 \\ \ "I �­,i I .,� _'l 11,11J, ''I , � " ­­�,�,__, -�- , ! // -", �// ,,I � 11, � .1 I -I I [ N i'l JA 'iHillh � -, ,/ I , \ \\ , � - 0.i 5 , , , - _� ,,�i�bijllwillt,j il M, , I r ;I,', f, 1, I � '' ­/­ � I . N I I 11 I \. � I I , J , �1- ,-,-- - __- � I 11V ' � I /1" " / X 469.29 Exception #1 1, 15, 1 6, 22 I/ � \ " � N-1111, 1- , �11 M , - -r:_A,0� Ii/ji'll Yli ) � 16" Oak ( 'IN, I / " � . t1li : %If I � - I ,,�? , '� I :� I f I I 1 1 1 i� I ,I I I I I I I rj 1 ! , ( I ki , , I I I'I I i I i�I , , 11 q IF q / , �_ m I J ii 1`/p7lil / I I i /7////,/",, "I"W, / i 4 .9�_" , S'<-471.9119 , 4_/ .9 1 11 t, i 1 Rf d I � I , ///11 I ", I I I , ( , I - __� -_ __�"_ 1_1'�:, J I I , X 470.19 \' � 1 �,�� �, N I � 11. NO EVIDENCE OF RECENT EARTH MOVING, BUILDING CONSTRUCTION, STREET OR SIDEWALK CONSTRUCTION WAS I I - 1101W � llMf - - , , I , '�, I-] ,['I I � ­-, � - 6" Ce r '4 OBSERVED ON SITE. , � i 6P " `� , , , - , 1, , p i �'! I -, , f ,,, / / / �/,, , -, _', - / I W1,1/11111,11/1, � f _ - � � � " z,%, -, �� 11 , I � � III IlH,;,!, ";,111,11;j , - I- -, - I " , 1! I '' I I'll 0. I i I I �1;1. I I 1, -1,f), ­1JWj�,JII,Il! , _11 �,__., J/ 11, 1'. , , � , f" ,� "", I , I'll 1, I ll " ii � , "(I I I r I _� , , , � 11- � I I 1, ; ___` I e � I,' �! p / 4 - " 1 I- V Wy i -4, ' I " , f i� I J��T, i i; I I I i--fill ... �iflh V ,- - - - '' ,(;;�liJ,iI;////J1f/ X 469.28 / -_ /I 7_� 6, "'I ­\ ' '' '11�1 ��, ,,, I 1�� I - - - 17 11 I 11 ,�,, I , � ,; I 0", ,> - I / 1, \ *12. THE SITE DOES NOT APPEAR TO HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. I ,, "Willi, I __ ______� I . 11, ,'� , 1­1 It --r -,- --- - , I I I _,:�_ i I `111 I I )1l'I>,!fi Vil, Iffl1l I I'll I if-11111flijUl" " ''�v " _,�', �� - I �,N I I '� 1 13" Oak 1 -160� , lint\# Uapped, I '� � 11 , " " I' I ­­ I 11 11 IllI'll Ili— ''i Ill ,//// �/X 'I X 468. _�, _1 _� � ,','�, � : V iTt, 1 1 11111114 I f i I // i�1111111t 9 --- _� " Oak- � I \ '� I �1' �� ��," i 1. 11 1 1 f I -111-1 I - 1 16 I �_ I __ I � 10 , \ ?", \ �? , 1111 11 I i I I , , , l"'I, lfil�­�'I;i�`J!Qfly �,:�___,�:_Iljfii J� ,�, . ____ /// / ,­_\ 1, * ' �� ' ", ,� - 1--:___ it Ip 11 ,, ,,, , � I I Ni 1 Yl, t, 111i ,�11II1Ji`h!1!",Ii1r11111( - , f;I11I1V - __ - . ��? , I W, , " , -J I rJ I Itj I JJ!,; I i 11 I I 1 p'l If I i PI m , Ili I '11111111j], i _ins Apparent Encroachment , ,_ __ - -,-,-- -_ "I , 13. NO VISIBLE FLAGGING EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT , ` 11, ,�,-,�, , 1­� , '' N i f I I J"I � 1 I,%4' I 1 __�_/ /I i � _� /" I 1, , I \ \ �� C'd _�* "I , � 4 - 11, I I I I I I i,ri "I";", , , ,_ " �, , " 6. � Shed ( __ X 469.5,1­-___' /' I \ THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS . , 111IRWr''111111�'i ,//"1111,11 1� 11 - 11 - , I � I �, ... PI I I ., " � �1111i7lf .1111�i - , - I 1- f , ' \ _� / / I Oak -6 1� C , ­ BEING LOCATED ON THE SUBJECT PROPERTY. 4 , - 1, I I Jill;. JI '111��11 1- , ,�' .1 14" Oak - - " 1111, �� I'D i"'. - I'll, l-fill) ; I 1, J, / , 1 / / 'i'r ­�::-, -, - -;P , , ­_ -, , 11 I A� 472\32 1 Z I ­� 11 00 "'� �� 1 i-I I i rt, 1 i It � M \ --- � - �, ,n, 1, 4 I'lli-11"', . fit, it -WIlIM/I /, ul . &?: " I ��� Z 0, , , � "' , 11�11­tj i"Vii1ilvil I_( ll�ii!r�iljilllji ­1 ,// \ \ "� "I,, I , 14. THE PARCEL HAS DIRECT ACCESS TO AVON STREET EXTENSION A 60 FOOT WIDE PUBLIC RIGHT-OF-WAY. 1,; i I z, I , f �, I I I!-J; I 1I 1 I'? I/ // - - 11,111A , __ I f I � ) Z 47 3.1 ? X , -, ,� �� , ', , .__ �, , ­1 I "? , _� I 1, 11 , � i fl,10 iliq � I � I 1 I N" '! " 1! i" LIPiliNh I � - ` J � 11 i I (P I - �, \ � / "I'll, r, �-J. " � illfl� -1118"'billi " I _I----- "/' Z " : I 111 I N11,17 I I I pf, I 1 1 , l I'l IT 1 1 1 �jl�J�i;',,,'/ti,,//// , , ­� J� I I/ �,,,, >01 P f, I I f �ll fl / / /�,/' - ­­ - \\�Axl . - 11 , , 11 . ""iful ml ' "I I , , � I � - pp� I i . 1-11, \ I I I / ,­ , I LV- 'i, I I I I I 1, I I -1 A I . a I ­1 ,� i t,J H I if fi� I _,��-- ! I ... = -,± I �, '� � � 15. NO RECENT OR PROPOSED CHANGES IN SIDEWALKS OR STREETS WHERE FOUND AT THE TIME OF THIS , LLJ ""I" , , r 'JiWil'i T , li; � 11 I / �/__ 11-1 , z' X 47 -1 �, - """ --- - " I . 0 1 � , _� �? f 'I' I t " � I 11 � 4 / ,,Gravel--__' V I , , , , , ,,,, :ik - 3.64 e, � IQ -��-X, 1, 1 'I _ I . I - 1�;yl;lllhi I I I I I i I , " '_ 11 ,%�,,� , /�;, 0 11 SURVEY. to " I 11 , � f I I �; fl � _41 I I ill fflll [ i I 1 I I 14 11 � I , i" I . / --,J/////] fill -::� / \ / ,,­�_ �__ A / '3 ' _1� I 0, '' ri-14,11 I , f, /111 I I I I '-- 1�1 I 11 0 \4 --� - I \ � � i H I E"'I I N! it I _�il I I- il ,I I I / / //' Oat, - 01 - Irl (41 i ,�/,, /� I q 1, i I \ 11 \ 1z �, A_ -i \, - V � I" 'I ,ilfillll�li'llilil;!�rli'��il�l'illl, , -_ -1 �1/ , , I Ii, - I \ � I I I I I , '1� , I �� 1_1 1, [-'j- M, I 1 I I 1-1 1 117 3 I ! I i , 1 p4 i i / >\ 469.48 � - f - � 11 ", /4 b b . , 'agcS / �� I I I """ 7 _�_, " I 11 I ,1Jj1ijT1I,f 1-1 I I 1JI � i;_i; I i I) I I I 1 I-W - , , , I / / .,�., 1 .90 1-11, / // " A , 16. PER LETTER SP201700016 DATED APRIL 25, 2018 THIS SITE HAS BEEN FOUND TO BE IN COMPLIANCE WITH 00 - � `� >'W'', I 11 11 ',,- / \ D - ­­ 11 --�, ,',,IlPfllf,?pJJ Ii, , i'll -N i i ,'!-I'll 1, I � 11" llil!l�,,Iif'';�Ill"�l'ill'It'll'--'!I . , . -'//flUN' I _'i, ""'P -) / ". Ail. ,//' / , , -k - V * I'D 1\1 ,* /, - � I I I I "', I 1. f, H I 1, J I 1 4 , _�__ _______� 4" Ouk_�\ � V) " 11 �, I , if I I ", , I / I," �,,�" �, ­,,,�- 4- �,�-61­1- 7 k�" - 11 , , , I ,P I I I I I " I 7 , / / (f) -10 'I'll -A 0- V , � ", I I , , , '' I I //l1"___YI/11JIl!"l I / � _____�- / I Z / I \ \ I I 11 - , I , L'N A � ; 1, 1 i Ij Ono! i ,/ ,,� i / ,17/ � / , , " \ SPECIAL USE PERMIT AND ZONING COMPLIANCE CLEARANCE. in /, " , 'q if - �'��I�;Ii,lljij��Jllm, ­�A PlINI'll �,4 , \ / / - Al \\ \ - �, ,A 5 I -1y , �, I C-) ,I �r ,'_�n �_ � I Z , � , 11-1 -i I'i 1, - , , . il � , I H 01 l'i':-, Ifl 11 '_ I/ - � � f� I I I tf1 � I i �; jf�f f I I I f�!! fi, I ,,I 11MI111101II:F I Illilfil''! i , I \ , I ml, I , '' 111M / / / / ," t, I' � "! 1, I fy Ill / J //,- I 0 \ -'6 " 0 a' \\,\, I X 44'�90 le, Schedule 8 - Section 11, Chicago Title Insurance Company if . �HWIlilli�;--liIi ji'li'tIll'I'' I 11 6. 11��S,W'Ayi "H't-i'T, " �, I �11 /I x2 , ,,�, C', !�; " VA : 1� I �, W _Yy I / - IN, i A ') I- 11 I I I , , P i ill 1,41 i1i) ! /1 / il, ?// l4l, / li ,YI / � , X '. 5�,� / 1�) . I . I I I I I,; � Y" - A �_ J. Z U X A 71,84-- - / / � ' "A-' I � - rite No. Ul,jubi, r_11eCLlve UaLe: April 1U, 2-vid ", _1� �, I �, I CD 110 " ,, \ . 7�� �A 11 ,,, " , .5 , , I I � 0 \ ­­ 6','- --�C/ . I ­�` �� .­ I � i'Ht I I I P1. . / / I / 11 ;5; , 1, ir, , 19 , \ 1-7. (NOT A SURVEY MATTER) " , , , , , , � A, " ) � "I ,:I! ,� , ,q , 'I I P, f I i I I I � (�l f, Jill ",if,''ll; I 'I , _�_ 0% f I I �' \ \' - I " ­­ �1111 I , 1;111 � / r 1 - "-� � ', . I I - ' 81 f4 U ? Myll/ lig -if 1 It '� � `�_' N/F 'P 1 1 4,.'l �� 7� ',0 , I 11, I I I I I - 1>' i (;P� B.rj�4,711 I P ,1 i �; I I 1, I I r"I I � i I I ! I I W I 1 1 l 1 illliv,, , 11' 1_> / /� / / ,�. 2V -�, , / Willoughby Property Owner's , i �,�,' ,I, I I V��_-� Association, Inc. 1 ,i4� 1,1 1 1 i'' H, , , . I / / -, 11 X>X'\1 I, ,� ,,� -, I I 'If �� ,� 1,11 1`1 I , P I 1 I f ��l I I 1. 1,;! ��,, I " , " it -4/iii " I M''JIM-II j, � , t 12 � , .Z� I I i, � , 1,5" i I ; I IM I i, I' � �� P % / / �,, ­1 ,!"� � , lv:dOi � 61i 1 il;,i , I I IJ, 11w IN , I 11 :NNI/01 /11 i 11,011 / ---_--_.---'X,-­ � � ,+� � ; P V� \ 11, , � , i 111 "/]/I//,, _� '11, R , I _'r ' liw!lll - 470 __0 47 " 11 , ". I " , \�.79 �,,,, ,A - � I C/O Real Property, Inc. /__ , I � � ........ � I , - � �l ��, 1, i'l i I iIi, - "111111 It- '' 11, I ,,� , /11/ ?] , , / _I---- / -�\4'7'.43 \ � ,�� , � I . l�liv JlLl I I � , , , �i, I �' I f f I I ,_ / � 0 �,� 01 , , , , ,,, , ,,,, " "If iP_l_I,,; f N I I , "I I I I i 4I J�l . 1, -� ,,I/;!/ , 11, 1, � , 8" Oak , 03 ,I I " � - � , 11 8. (SURVEYED ACREAGE IS SHOWN HEREON) - �p I ", - � ,I I I (I'l 1, i , I I R I I r-J, 1, I 1 1 H(I 1 fill . I Ili ill! , ii ,4P 8 71__A�,�� 470.16 -_ / / / \ � � I � < \ "I ,� �, , w 4 �, ., I ! 'fj I I :I f I,, � I Ji''ll IW),Jjlillilj�lil! 11 iIilflll� & "I / / / / \ I � \ ,\ J� ", �_ 1�, , y I I , I ITF1 I r1fill, Ilf, I � I I it I ill i J I I� l`/ I, I ,4 � I \ \ 1, *_ , "I � ,"r,Q 0 (P " \ �1`11 - PID: 076M2-01-00-OOOBO , I I 11 - p, cil _� 07" Oakil, I-, / / / X 475.53 1 \ � " :., N/F , �� "I I " fllfy� I I " I I ,I i.1l, I I ,I), t / �_ ­'o I , , I ", , I 11 11 , � 1, � I I I I il I I I , , 9. Release of rights to claim compensation and damages for the construction and I I I � 'I I 1-1 ,_ __- 11. ", " I � ,:!�/' 0 � I - , 111. I i ", l"! I. � , I �t� I 11, I � "i 81, C - �, "I �1_111 1� -7 1 -__ -, ,!D I \ \�� \ " 1:;),,1�1. , \ \ - ,7 , , M I I t0l" 1.111 1 _,; I i �,! � 1! 1, i / / >V47 1� , - -_ \ % , ., , 11 429, page 219; together with related drainage easements. (CURRENT PUBLIC , 11 l''1111, I Avon Street Business I I , , ` E � 11 � I . l, liili I I 111. I, ; Illfl,1111iiiI, :1, ',l , , . �,,, �­­� 1, . i ; 1` 1+1 I I I ,J,�J-j i'l, ?, � : I,+ 1;H HTP-111sil 1, 1 "I;5,11III Z \ � Zone: PUD \ ': 0 1 , " , �;,l I] I i; I I I ITI I I I 1 � 1 I , , .iN , li'�!J;i­ 'l, il 1�,(b I // / 1 / i-,//4 i _1_7�� / / �5_ A� DB. 3814, PG. 193 1, , I z , r �, 411117114 \ 1pin,s- X 470.31 / / / % 13� . � i ,/ , I 11 Ii \_ 1� . , � I"' I 'I, , _1L 1 - ; 1, 1h, , 1, I ,; M, 1 I I It,) '' , I I , I , / / e ,ar / / �� maintenance of State Route 742 granted to the Commonwealth of Virginia in Deed Book IN _� "I I 1,41 11, i I I I I I, I I f I I i i I I (",I If , �,, I, 'i I f � , I I r,i I h 1; 1"] ", I i'll I 1 H I � if jl� � . 12" Oak Z\ X1\1%11 PID: O77E1-OO-O0-OO1C0 I " -, , r If , I . I I i I I I I I i 1 f�lp; �, " I I / 4.92 / ;;'6 1 5p�' - , � � I I �, I I lill / I \ ." ­_\ ,,, 11 � I 11 pill 111;l. F, I I � � / ///,/ � It "I, , - ,,,, - 1�r __7 1 " '- , ,� 1 47V4�� if i;M1Ii;fJIlJ,41 , I , 11 , k\ \ , /, ".- ,,, DB. 611, PG. 480 �i, " �� 11 r � It,! Ifli hill!! . I 1, ��_ - " � fit, X \ J?-'�� U) -,", - -�',,, Zone: PUD RIGHT-OF-WAY SHOWN HEREON) ' . � Rl'� I 11 fill 11 :jli�1111 IJ; llll N / / i. / �-X 470.� ,,,� / e8 / / / -_ 10' --- J-D " - I I I [I I , till I J1111 I'l J4 f'f I - �f I f�l j; I I , / /�'y / r- ,�/Tree . I Iflilf I I . , /-�; j , I I It 1pinf #5 Capp(' ____ / S - ' ,',, -9/ .1 " 1�1[,I�I ; P , I I �� I I I 111"1111111111, '' , I 0 / - I \ \ / 10� , " " " , 11 H: I,'' t�i J;; 11 I i ,� jilti,11,111 n ll nl!(/ I, I I I --- � I 9 0 � , ,�, �� 4'1,� � I ,�?1111 I 1,� 11,1,11, r I 1, I J''I -_ / / �_Ir . I I y I "I ,H-i il� J 1; I H; 1 1,1 I , _"�� / ;1 , "" i .11'' 1, I i � , X�3 V- 4 7 _81 1� � I i�� I I J " i I i , Ili, J I 1 0,! j � .- 4�. 7 A- �01�11, . I � �0 11 ' , , 1, I liW, killlll!�!��i i 111 illflili-41 i ak 3- 1 / \ � I maintenance of Interstate 64 granted to the Commonwealth of Virginia in Deed Book , - , 8" Cedar ��­ ­` / 0, \ 9�� I 10. Release of rights to claim compensation and damages for the construction and I I 1 I fril, I �q I i� .... I " 1, N -1, 1, " , 1, I I It, 110,4111 / X 474.30 / � '��\ -� �V / -Y, " I I � I I 1,��,� I 'T I , " 1 I k, 1 ,", i I-', : "'. 1 w 1, � i! 1,111 Fl 1�� I l!�ii; , I , , . i,� , 1, 1, � , 114 A I'll, 1, i I �__ ' " ,� , I , '11"JI�J� ,!''I! HfflIIIJJiiI�,,J;I I i`?� fl/ /Tree � �� I I I I _.:3 \ �,,�� , �, 5 4 _ � , 11,_i - I I 11 ;1�1, , 11 . I 11 I - ­,`1 I 11 i , '�, �, --A �, 'I, I 1 446, page 492 and Deed Book 523, page 298; together with related drainage Ithil I "", I I I I �;, r "'' li'l . , I Ii � f I 'a J?l " '' Plq I f. 1 1 i I 0 . illfrillijillilri 1,1111 -� / 1"'_ 11 1 72 �,,,� , \ I I , " I �� :,I I -, t 1 Ij P41 m . 1111iihill''I'll /// I ­ 10" Oci I / I , ,4� % . , � \ I easements. (DOES NOT AFFECT THE SUBJECT PARCEL) � - LLJ. co - - . H4 -$I 1 i4l 0 I 1" I I flfi,; 1!111111`1111 h / ,_�', ,--� / Grass , - i 0 " 0 ha I '11_ I 11111hill , 11 1 41 I I 1, i r! 1 �;,? ( , Y, ,, / / , / / 4" Oak x3 r , . I , 11 , , , , q'1111011i I ( X 472.25 12" / / V_ , \�11 I I � ,IjIfl , , i , , k / / ,"* -­ /a r),: 0 , I , 1 I , I I .11 I ,,, it I'l 11M ?Illlh��! / _ Tre, I � � 0 - *, I 1 I U1, r- � I 11 I f I f I I � 1 12" ,e / 1'� r3 '� ,0 I I I I , I , I i, I k 11 Z-/:z, III . f I . I " 1 14! IT ", , . !ill 111j�iIIIIJ!'I fl1JQfJI N 1111/4 >� 471.00 11 ( / * --, \1 ,\ , � 11 4,�/ , �, , 1 ,I 111-1 ill i ;: J I; I Ll 1 1 r1illi I I \ \' , " ,0 - - I I ­, III !,Rj i I 1H I f I i I , N 11 I i , I I i 1, , � - Trpe I/ \ 40 � " \ � /�� - , 11, k 0 , 'I? .III' H il, -, �, �, 1, 'I ill I I'! I I IJ I I 1, 1 1 1 1 i Tree . 11 - , <0 �\ 1-11 'I, "l, \ \ 1 1. Terms, provisions and conditions of Declaration of Easement and of Shared I I � I �E�� - - I I I Olf! 11 , i � I I I i , I , I � �, � q k ,'I J [1: � , h, 1 1 1 1 if, I _1 � I it, ['1';,i I 1111101 / / �, � A ,� "I", \ , , � , , , �� I ,I I i � , , I'll, I, I"! i 1 1 J�'�I j J I I I 1! I I Ii- fill! . � 'I \ I U) :_� , I I t " 'i 12 Tree 12" 3 Ce - � .01 6* "", " !i , I i I' 1, I l!" ,, , IIII'llhif �, / 1 \___ \ I d a rv,,, 7 . , ::�� � f I I I I 11� , ,�,, "' " I , I 'I'l, , 1, 1,; I I �, y 1:1 / 0 \ \ I I \ � � � if) I . I , "" I I i�i,j, -1 111`11Wl"I'lN I ill , 4 " VQ 7�i , , ,I \ / I I . � ,I ;� & \ 11 Maintenance and recorded in Deed Book 3471, page 413; together with the maintenance , , I , " � . I - , " "if , t I ''I I lit i I I 14 ; 1�i I I I I N I I 1; . 1 ' . ' x 470. 1 � ,,/ 47L\ 8`3 �,l - , 1/11 I � I I 1 1 hj!4, I I I i I I t I! 1 1 I I I I i �', \V/ 18" ak i \ I Z fill" ') J� . I I I I 11 -Jill, 11 � - , � \ � i V� �x -4 'I', ­� i,;I,i III 1 �, 'il I \ " X 470 66 ,,,\�- ;� i`� 1�1'� "', Y! �',� �_,, ,4 - -, I � � 11 I I :_,i�, � ,,, %,%� I'll �, , . J, , , I rl� \ 11 THE SUBJECT PARCEL, EASEMENT SHOWN HEREON) . '; 75.83 r) ,7 - , X �, ,4 , . -,'� . ...... �" 71. � . I V �, . I if Willihl / 7' - I I � \ % \ � .5 J- 4 1 �q , , I I 'tl' 1, 11 It , I I I 1�__ " " ,,4/6. . . I I �� , I I , , ,� i 11j; 1, ""ll, I.:11,11-Jiv,"r 1 1 1 I'l 1 1 V 1 ,I I>f ,,, i I I I ,1 11 I, 1, I r X '_`� d I * \ " , 4 � ". Z+ / �Db . I I I I �1,1 i � � f l'i I I , , I I I I i h I , , . , , / qh I I /1 - // I 22" / \ 11 y I I f N , k thereof. No liability is assumed for the non-payment of cost set forth therein. (AFFECTS `� , I I -� i Ili!,) 'lm� J!j�h �i;ljllf�iljl '' I 1111,111IN � �111- 1JIM Ill I 4111�11-[!, i P', 1� IIIJ( � , I ,G) , , - , ,/ �� , I "' " " -, I I I'l lf� it I" , If!"' , 1141,fll,t,�Jftft, .. 1 1[111 'fl 1111101,�Ill�jl 1 ­-, 'I, . I X / - � 3 1 1 1 Oak- �,_,3 \ � I 1jill . i I 0 ' 8 C '� -111 , I (�t !- I � il I I ti I �,1111111, 11 I I � l I 11 ',' ok 6" r:\,,,,, \ , ", / 1 2" Ceda _\3,�e � 7 5 8 4", 8 ,,, 'Ctlk I I I'll I 1� 111 i h I I �,�, I I I l � I ir 1, i ; 1;q I �j, " 11 � I il I I - I , X 473.85 / 11, \ I .'I ">�x I - " 11 , � 11 12. Rights of upper and lower riparian owners in and to the use of Moore's Creek and (b , r­k),il H N , - . illIIIIl,i,I1l1J!l,l:- 11,11liqifif I I I 0 1 - I � � _,� 1; H'I i I It I 11 1 ItIf t ,J, i I ��, - I 14 I H I 1. 11,11N, ill , , 1, I 11 i � I " , , ... ... / � 11 I A 474.95 )i i \ 470'\68- 4, 4�.87 C�,,� I � the natural, continued, uninterrupted flow thereof as shown on plats recorded in Deed , I I , � 111 [1-1�11111!;Ili - ., \ : 1 ,,-47, q'-'-\ � ', I'll 11 1. D \ '_\1 :, ly I - >f I, 4-f I I rri I; i_ 11 I'-, I r Ili //,/,t' , , , / ( \ I I It \�_� ", " 7, page 332. (RIGHTS ARE UNKNOWN, 100' I 4i - , �.I-_�, - I 1 l"k-f I, I' I I ,�',! -Iiii ljm�-,111141 IIN Ill w '' , ,I/ 11,111illf - " V" 1 08" Oak '_� -,- , __ � i ff i , � ; I I I 1, lill "I'l / , ,,, / \ I I . \ � I /­ , 11 I I 1�1 I � '�, , , I it' I 11 IJIQiI I I, X� 0.92 i " " 'I, I \ � , I � I " � -,, 1, , 11 I , I � I I If 11�, I / , , 1P 1ITif,',MJ7_'1" f fl I i 1111 I 1 li,q f I I I I I rel I I /N " 111 - - "I-," ee \ I , " ­"',,� STREAM BUFFER SHOWN HEREON) _11� I I" I 1, I J 1,i, , , 111fl! , , ... I" T V"\ 4-/ . /U--� ", ,�, 1\ OVERLAY AREA � � - I -,; If I I ////, " ' ' I V , I '' STEEP SLOPE _� ­ � i I 11 , ­1 11 7 - ' \ 0 3 11 % \ I I , 11 11 � � , �� - , i I I-iil,fill ,�' I j, 8, 7 � Mlil 4 !NI�11111!1 JWJ41 �l -_ I-,' T " i I ,� ,,, , , \, , � - I I I \ -0) I I . , I � , " �1 I H I I'll, I I, I ,11;f i, i� ,� \ \ I -/c, Co crete Pad ,�,�­-. � " , I '"ll i 1 1 i', Q, I " � �­(j � 11 I I 1 �J 11 � I III I I // �­ 6" Cedar ,-U i 1, � ,ili­ A Wlffl� /I/d/N1 I 1? I , I . - 4 ,,, 11 I 1� vi,pj "! I i � [I il* "i_;,H �14,f, Ii �11mill1ilif,ii'', / " I . -_ � I \ N I 'i, 0 \ 01 " \ . , 1, ''I . Ill it H11W"i 1111 11 i'll'ill ' I'll �,�_,A / \ \ \ I ,0,--b ____ \ 47 8 , , 6.30 , , \ ' 47- . 1fD 13. Possible shifting of boundary line along center line of Moore's Creek, as shown on 1 4 , , , � 11111,111-ril0i'll -1­14T11, ­. � �', I l ... 1 I Oak 11 l ___ __ 7 1 , Itir- , �", i�l , I I l", I �, j!A 11 1111111111 N�j " 'I ii"I 01 �3 - \ \ 11 I 1 2" Cedar �_ ' '4-/ E37 ' 1, 1� � I - lots recorded in Deed Book 3471, page 411 and Deed Book 4137, page 332. � . I I bVuak i 5.. p " ;;; � I I `Y ;11�1­,!,, willplJq, 1;J41,11`0 '[111''"I'lifilpip 'pill"111 - , I k `*, "I ��, , � I , I �, , 11 , '. / \ / \ I (CURRENT 5URVEYED BOUNDARY SHOWN HEREON) � � I 11 - , � , "'i,11 I , 1, 'itillIll, 1,11, , I li lf1l .// V 1471.13 012" Oa I'll I I � � �,;, . .�� 11 I W I i 1,111?" W , � \ \ I "" - 477 6 1 . � r , ii'l " ,111 Abl" 'I -_ __ __ ,,,,`�F,7� , 1 II4 5.8i " � I ; Vj 1 ,:,?� , ,,, - 1� if Wit J11110 I I - 1 20' No-DisturIticince Zone 11 I X 4 7 4? X I .1 '' ,I / �i, � ,� ,; f I �', , i Ill iq� li: if; 1JlFflJ1q1J111 - fl 1.1/1M lil �, _1 I \ \ 11 I - � ` , �, �', 11NIN - . '4 7 .9 0 ` . , I . . "',l)"'i I - A/ //I/////./1`fl if i, / I _1`i,i 1, " , V 0 " , I i I 1,�i " � ," _��, \ , I ir 'i"t-Ii I., I ll'(��Y� i ; i 1 1�,�Iij , , /// /fi,i;,,11,!J / I ,/� I I kl'�, i 1, � 1­11 , , � ��` �_ _, - !1iAC)i,;, I I , I i,j,�f ; 1�, 1`0,,��! i", If, , I'/, I il-,"'If I Ili; H \ PB. 3471, PG. 411 4 free \ I �, �11 I el �� , , 11 Ir 11T'i�O!Ii ii��:P i , /;I1;"/4J, , 11 11 11, !I "IN, 1 4" rree�b 01 �', � \ \ "I 14. Terms, provisions and conditions of Boundary Line Adjustment Deed further recorded 11 , " - �- � / _ I PB. 4137, PG. 332 11111, \ i I / / 1� � " , ,,��� , I � \ , I , � ' �� . - 'Ile , , y rf !"; I I tj,�; �,q i � i J � I 1+1"', I I I III/ ;� II, ? 11, I I , , � , I I il; /I I I e \:-��b_ , in Deed Book 4*137, page 325. (CURRENT BOUNDARY SHOWN HEREON) � - �; I 1111!,C�14 it i � I , � . JIM I I H I I I I I 1, ,1� 1, // _,_ 0 1, "',__ , � \ r- , . : I I I� III " I, f , ,,-, - , 1 1 1 f I 1; ,'-3,4!, ... /I i Jill[ pill' I il \ Exception #19, 22 _X­ � 10" Oak / . 0 1 -1-1 I__ \ �,� ­­� �, � , Ill' "I '1511fl, � � h 1 12'\ Tr, / - - 4 7 �V�1*, 11 I/ , " � I '041" I r I 7i_ I ill 1 I "yf Ill 11�/ q (y 1, Dest1ny of Lynchburg, ILLC C ,,, ­/ ,�, a Ili / 'I ,,�, ii`.A`/`I��l / 11! 0111, , \ / . � '11� , lfl�!14 1, 1 I i , N' )/ 4, /I, I 11t1l, / '' 1 11111 lili(Dill' I 471.22 D P�D: 07700-00-00-011FO / 1(b/ " I , I 0 , I I � I �� � if 1� il!,,�4 � I - I I I / I I ,/ X////l,h It i 11 \ \ / / - � t" - I " \ 4 " ,, � I * � 15. Rights of others in and to that portion of the insured property lying within the - I ,,, " ,�_ ", ,f-� JJ; -,! 1 J;Ar7r J I JFIJ;Ii1i1 I/// If?] I , 15 Oak �', �C) . � , -i I z", I I ­1­1 I') I 11 l�i , jIMI �I I i�� i; lis.l , � 1 / \ - 0) , � I 11 I I t"W I !i�,l 41' 1 , DB. 4137i PG. 325 if "I I , " g /: - , r 11 "-� -',, 1, �, 1/ , �� "'C' J` ,�",�llijt:!,,�l'�l;�411111'fllj�ll�;,'I � I //11f1Ni!, illIM11 �`, 1 O" Oak, � 0, 12" Oak I Zone: H 1� I � A �)C; ", I/ 11 `i Q, bounds of New 50' Shared Driveway Easement as shown on plats recorded in Deed Book I , ; � liff; �3ill!�,M, . I"Jill , ,� H 1� � ,1­ , ­ 11 \ I .1 \ 3 Cedar - � I I I -,Ui � �I�M, - Y.. " i ... 1, ,,, 1p�l �lx ,I/ I � I i�\ � �,_� �OC & R A I 0,11 I , >< " I - ?�-]i "O J i, "/ - I , 11 ­ - - / 9 / . I I . 1, " 11 % "' \ " � . " �, ,4 - 10" Oak , , ,8 "I 11 , llil;�l �,-J , �ilyl;f,"�1,1111i�lif",,!""I, 111-1 ilM I 1 '-,,�;!,f ,� '' I rea: 1 76 S.F. I i V_ ",", 1, ,_>�� I �Il, , < (q, -­-�flll'�Ni'iwi'l I I q , lii/// I �� , _� 1-1 '\ \ A I X 476 2 J, I \ \) , 3471, page 411 and Deed Book 4137, page 332. (AFFECTS SUBJECT PARCEL AS SHOWN � 1, - , i I !I-,",, 1111,11 l�fljllli, ? -1 , V X 471.28 "I V I or 4.382± Acres I /. � I r_ z I \ , I Al / 1/111'�J, I - I i � I �yl I 1 Iiiii UOK I \ 20' Utility & ainage \ I � Ul'tl, I f'J , W "r 1 ,,,Tlil 011111 III \ `11 "I 1+/ / " . - "' , � " , � - J. 11 I '� , -i, , I I I HEREON) I , - I I 9b . I � , I � - I I � �Lu�" I . I 1�t, l. Ill" - f,fil,jf IfI111" '' P _1111 1.11 6, \1 ) \ `t I / II D " I >Mk 77. 8�, , '11"Ill I I - 'i'wilill . I 0 II, I / / / ) I \ 1�1\\ �() A 7 1 '�` I 1* 11 I Z "I' , if, "t 1110-1,11 " 1, I I , , 03 M �_ , I 101", I` _ , 1_�, -",Z", " "l, I III qi ,22,q I it'll I I I �/,- 'If ?i I I I 1,1 I l I'l ''' I / ��,,,��,4 78. ' ' � �,��, I � � � I I I '* I I'l I I �11i,i .1 � 0 "', / ,,", , 1 6. Rights of others in and to the use of 50' shared driveway for ingress and egress . , I /0, " , , fl-flVilill"I , ." - I " i i, IM11 ,�, hi I 1111w, " I ik 1, \,�_ I II PB. 3471, PG. 411 -- � 11 41-1 '.1- "' if) / ,,, , � , _� � / I , , , 1'* 11111h) Ji " W/0A I I 11 I I ,�A % / / " , / Ease erj� 4, - ?�// I , a- )---,�--,��,, ,,,, ", � kd __,_ I , �i 0" . , 'I ''" � fo , I , , , tN� �' l, �, I I i'�i I i. I I I I I I I 11 � I , / / / / I �) I . - � - '' , �11 �' I , , I , r, .... I I J I "I"I'll'' * - x2',,,\ - / - . �,',� I VI 1 ,�__, 1'�� _�__, "' 1 1-4 " 115;f,,f`kRhi1,,�,�,;'1,r, I 1' 141�i'11111111 _.� Exception #�1, 22 � - ­ 11 I to and from State Route 742 as shown on plats recorded in Deed Book 3471, page , " I 1, 4.-I'll '"'Ilill"'il"WIfIdli, 11'' 'I'll, i'Allill 11-1, ,,, " / 8" Tree/ \ 48 /�4___\\ 1 ;:, ,� (� "", �, -IN " I � � I )I�, ij"f , lfl i H f f fjl�//// 1 �i- I ! ihill 1 478.03 r� -� � I � � __ , w . 11 I ," 'I z H" 1. It 0 I '16i I Ii. , ­ \ - - '­ \ 'i�, \ , and Deed Book 4137, page 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) I I '4;, < I,,, I t4 �0'1 1 1 1­1 I I` lif I I I I Iiii, I L � / / 0 k k� �, ��,� �,,�\ � ", � ,� �, __ :�� � �,; I 1 ,,, ­��,�,110'11V '/�/ , I 1 �'Z7 / '11�11�, �1, , " I I " 'I �///Jjljii�j!�, 11 -oil � I 11 ',-6'_1 1 I I t If it ii '' ,� "I \ I - " -,�_ I 1, I , I't - , tl 1, .,� , , _�� I I I I 'qI/ 11 P), 1, �1- 1 I ill!; Wil - 0 � 471.9j/ , p ' � , , " ( � I \_Oul / / / parent En Qfim nt �= � 1 , :�� : , I '<', , ,,, ilylilw - 11 , I � I X 471 �2V / / /X , � - " ,� � , ­ VI 1� / ,/A , / � 18" Oak X-9 (�� / / / / / / cr�o / L\1 K I , _;;r. 11 I I 4 hl I , I / I , -,f' I I , " � -� f vJ , � 11, t;l I I f I I � 1 1, 1'1�1 I 1,! i _� Grass . ree x,_� , () I/ / Concrete Sidewalk \ " 11 N1111 ,I 17. 30' front and 50' rear building restriction lines as shown on plat recorded in Deed W � I 5" �% 1P I � , ii, ii�­I(�',>' Ili r 1, I I 11 I I f"I - 0 91 "'% \ X C, / N . "I � C� I0 , / z I .. . ... � \�i` , �, 1�f W, 1!�I'l I` I I, P I , ` J - I 1 it I 11111111 I 1W 8" �'d /' / / / / / / \ I � I , , 1 J 1 1 111 I 1 ij. I � �:,:, I i I I lei I I 1, � 1, i ,­1 � -, 11 ., I X ­', 11 il) 'I �il Z CP "', ,,, ,,-,- , � , i1i" "JI'm I ;l' �/ - / / / / is U) HOWN HEREON) ,�, q , � ", ILL, , W"l I t4 1 i i'l, I 1 i i 11'1/illf llk�fli�j��Ill,'illllli, ,,, t,o ,1 ­,� I I I 1 14, � I i I I I I I 1"; ,,, Oak 13�- ./ 1� \ 11 � � � W , 1- ""' _ .� 4,f ?I ,il­,,­ It I- -ei I \ 11\ I ; 11 "I"", �, I � I fill , '? ,�,!� ,; � , k" � �/ ,,, I �i 5 � %, / / I I 1� PJ""illi ; i wi! ';�"pllllol , I, � k1111' 1, , � "'? ",, , " ,,,,, I/ 1, I �/1711 l NIh1HJ1 VIiHlJ1lq'I,11I1J-t11I kill -- 11 - 11�1 11 - I / / 'O ' I �,� , ,� I �Iy , I ]�­il� I I Mimi bc� r I-,' / / / 1pinf I" 7 ,",��,� ' �, I - ­,� I!-,,,,,"? 1 1 f 1,11 I I / ­1 , y i,�I 111;1111 1.11 'I It 11 � / 1_� / 810 \ , \� , \,,X A.nn. 18. 100' stream buffer as shown on plats recorded in Deed Book 3471 page 411 and I , I 11 , '' ,,��ii I 11 I � - _1� / 0 __� I . , . , I , , , , ,i�ll, I I 11 I I I I I - f, ''I �, � ,�, i C3 ,� 11 , . ri, I I, 11,11111ISIHI�A", 'r, � Jillil 11`1 I 1_/ / / I 4� , , � Ill - I � � , � ill 4 idll:i ,,,, I �, I I I I 4. 11 1; Ill i I l tO I I I , I I l 1�1 -1" � I", i \�5,, �, / / "I' I/ / / / 11 / �% � ", "I, � I , � I ­, I 1, Id IN t 1 lil , " 1 ,14" Oak / / 4�-b Oak / ,V, �_ V, .4 _ Deed Book 4137, page 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) ��, "I'll' , I 14 1 1 i If I [�/Ilq, Ill, ,,) I X 471.37/ � X 71.67 1-1 / / _X ", I- �I/l I 1 , ,I � 1, itpl 1 1 1 -,:;? Ill - 111111j�l''1111112,1- jr-, 1- ,,, -I- / 'I-, N, ,/' -,L -, - ,, I l'y / . I H, I"!-1�4 �l I � � � P i I I � 1 � I I I I , "' ll,l I' 0; - , 1,,� l ", \_,?� / 1/1' 1� / / - A 480.39 " � � ", "', , � - , I � - � 0): JI41llI,0lI'HM" , / I / / 7 I ,� -_ I I , 11 , , l�l!:,Iillili!I:F"1;1!'"'Illvll; , ;!�;�3!1!1,�k �41 I I , I -, / I I -1 '' I � 11 __ \ 1� -disturDance zones as shown on plats recorded in Deed Book 3471 page 411 � , � . , '' 1 I , , 3 i , � 1�1l I i I I I 1 1-1 I I ,� ,1, / / / _', I ,_ , I 119. 20 no I I I i , i� I ��i� i� !I Will,'''Iti, 1�1111, i I � .'''ll li'll , i!IlllJljj �Illl I 0 ,Z I/ I 1_� I V11 %, ;1� ­�, ,\ �, " I . , . ,ili� - X 01_�__, __1 /__1 - / 1�1 N, \ � I I �!I l, , �'i 'I� 11 11111�;Jlflll U�V, '11� / `-,�,,,',,,,�5 / -_ -- ---\ \ 4 9 , \\ m 1, and Deed Book 4137, page 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) � I "I 1, 1 � i '�Ilhhll ii 11� I'll I , / i ' � 1 I1111"Ill'ut - I - ,.fill r% 1 5 ,,. \ ,, ,,_ I � , I I 11IIi i ii I 1, it I I.., - IP 7 " / -1 ,�Y16. 85 - 4" Oak / -, �_ -_ , ,- /I . , i2,,, � , il�! , I ,� I I I I I b: ",;� I i, 1 7,11mil, , 1 3,891,� .38 -- I 1, , Ill! Ilih � 11 111ill, lil, lilt 11 \ ,;I / 1/1 �- _�- �� N I , I I i I I I I I I' , �' I I I 14! I I tl I, �� 1 tl­ I U U a k I / -Vw,,�, , -- -_ - / / / 1Z B-1 / -_ ,,- - '\ , -1 - 1, i W I 1�r.I,Ii"'iTJJll'I;1I I I I �_ �,� i?, I S 1,11 ,485��P,7,,,?_. 24 ,� - \ \ I t! 1 � i I I! C'� tj I � �, I I 1, i"I � I i I I I I �_/ �� '0 �r " -- _- - --- , " \ 1 20. 1 O' parking setback as shown on plat recorded in Deed Book 3471, page 41 1. '0 Avon Holdings, lll,i�1'0 iv� U I - " " .,-- - I" I 11 '� 'I, , � \ U) \ � , a� I 'i- I \ -) - W,- I , __� 11 � , � 11, 1\ 0 11 � 111 � , I !it � , I � 1 , /11'\ "I I/ / CV �� 1 1�* ..O� __1 � N F 1 � � i I I 1 il, I ; , aK \-,\ _� I Boring > 478-9 -_ \ LLC � � 411, - � \� Z ( \� - _� ,7� "I :�� ,�� _,, ,,\\,X 481.4 ,_ 1"'� � I NING REQUIREMENT SHOWN HEREON) � . i , "I, ____ � CP I - I i� 7:� , 0 1 -- ID: 07700-00-00-011EO � � �illij :!i�j:lllm "i h, , I ''I' 1; , I , , "': ' J "', //1 -71,111, "O 11 Z I/ - "_:��, ,�, __ \ � X 481.4- 11 , I � \1 \�\ \ � , I 1 1. "; 1;1I!III IV, , iI + 3, " ­ __1 - \ \ ,�, � I � 8" Cedar I / .0�1 ,� ­­ _,�� ..... . _�_,' . i P 're-t,, '' I I j�i . \ I-,' ,; I ""ils � , - � - --,- - �_ _---X 486.47 �­ I " DB. 2872, PG. 510 mll,l C'111ii, I el �, !, I . I I � I ,I " 1 / / ,\\ / , ,� - -_ 01- ­_ I � I � W'', , '\ : 8" Cedar ,� � _', \1 I-,- 0 ��. ,� �-! �, �!"- - - -_ 21. New 20' utility and drainage easement as shown on plat recorded Deed Book 3471, -SC 1, , I I � ,-�,, 1 / r Z, Boring 1 ,3 .�� - - � _. __ 11 - X \ �� Zone: PD ; '� I I'll *_ 5, , � - - 1 373. 1, M 1 W �, I '' 'NII 11\ , Lyk ; / , " " I- I , �, __ - __ - __ - " / 1 -481.1 1, I , 97 "ti i 1� I , ", 0a. I / / -, - ,�, �_ , , -_ - U, SHOWN HEREON) 8" Cedar , " I -, I I I 0 - PARCE ITION: . - I - / " 'IS /,� / - - 4-77�49 ,,--- --- --- -_ --,_,-,,---- pl_. "I, � , - , , �� 4 -,;� _? 1+ / J� . C'�� 11, I 11," , i iV - -, - I- - ,�� , , �,,� ,,2 * '�,� , 472. .k-J �,­ ,_ , "I"' ___� �_,, -1 '1� I - " - , _'_' - , '' , I I�, , 1� - , I I ,- - I , -, __'­ ­_ 1, 1; - , 1, � � . * 41 8" O / �,\ //O/ ,_ I _-, I so It I'll, 11 -w � ,\ 1�- - � , - - - \ I ( 1 22. Matters disclosed by and set out on plats recorded in Deed Book 3471, pages 410 ''I Oak , - -_ � - ­t487.02 / � " "I � 02 1, \ f16 " Pin �11 ALL THAT CERTAIN PIECE, PARCEL, OR TRACT OF LAND LYING AND BEING IN ALBEMARLE COUNTY, ­1 \ �1� I I P - __1 , -_ _1� _­ ,-- _, -- <,> , �, t ( ", / �, _, - __1 _� - - -0 I ,�, .% I - " ok 4137, pages 331 and 332. (AFFECTS SUBJECT PARCEL AS -, � - VIRGINIA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: I �, I , \ ";,") � / I __� - �_ -_ , -- - i� b'o , &D I , \ -,< "I " I , I / I I - ,�,, - - - "', _- _� -- , I - , I - �, I I � I - \ , SHOWN HEREON) -, 5" ,Pqj�-- -, �-- ,-- ­" � / \111, I , \ \ � � - �- --- ,�\, I - 11 , , 13;1 ,\ , I \ */_12" Cedar \ I C e d a r - __�x � 1� , I , 1, X 471.60,, , 1�1 5'�" �- _� -- --- ' I \ � _�4_ I,----- __ __ ,,-- _�- I-- , I - , " - � , r 1, \ I BEGINNING AT AN IRON PIN ON THE WESTERLY RIGHT-OF-WAY OF AVON STREET EXTENSION (60 FOOT PUBLIC RIGHT-OF-WAY) HAVING VA ' 1, \ 11 ­111.. 11 1-IT - "I _�' _,1 ,,�' > ___ , � I I I, i.p '� 23. Terrris and conditions of agreement with the City of Charlottesville as set forth in � \ ;, � " 2 ,CedQr,"'�' -,,- --' -1, ,_,��e,�5 ___ __ N/F ) �� 'I, � � \ N , � . \ 1�_,, i ) kne \ 1_�" �1_ - __.- __ -_ , - �_, �_ �, � , ,,- ,,-- ) I '� Iq SOUTH ZONE GRID COORDINATES OF N 3,891,340.03, E 11,485,707.76; THENCE S32'15'48"W A DISTANCE OF 253.85 FEET TO AN IRO PI I 16" Pine- ,� � _� � - &., � - " 01 X 469.4,� ,, I , �, 1 � , --- --- ,,- _- ,,-' �,'6 , ,�- X, 487.1 0 Avon Holdings, LLC �� , \ \ Deed book 658, page 744. (EASEMENT NO LONGER AFFECTS THE SUBJECT PARCEL, \ 1:� 1. I-, � -1-11> , /��\ " � �" 11 , ') I , I ,,111" I - �- _�' PARCEL IS A PORTION OF PARCEL A AND B PER SKETCH) THENCE N57'42'26"W A DISTANCE OF 299.28 FEET TO AN IRON PIN, THENCE N22'50'02"W A DISTANCE OF 373.97 FEET TO A POINT IN THE � \� \ ,�_i � /�� � - _� �� "� � _'� PID: 07700-00-00-01'IEO ", � , \1 '28'47"E A \ I 1 4�?I,,�P'��'�,_",,�,-' ___�' , �" " , I CENTER OF MOORES CREEK, THENCE ALONG SAID CENTER LINE N57-1 1'1 5"E A DISTANCE OF 51.96 FEET TO A POINT, THENCE N81 0 i i- -0 _� �, ,,�, Z ,,� -,- - �- --- --- --- _-, ­_ DB. 2872, PG. 510 11 I \ ,_ I ___ -,,, � ,,,, ,- �- -, / I- 'i, , '­�r I 1"ll i� ,� , - �' �­ - 1� DISTANCE OF 54.89 FEET TO A POINT, THENCE N55'45'06"E A DISTANCE OF 70.70 FEET TO A POINT, THENCE N51-48'15"E A DISTANCE OF �,- ­�, ,-,�,, , --� __ , I- 15 - �_ ­1 I- ��' Zone: PD-SC , ­ , ". I �.q� rl, "' 1� � 0 i X 471. I- ,- , -� " , ,� ,,,�,' �,�'> , /111 �, ,,, 1( 11� 24. The following matters disclosed b ALTA/NSPS Land Title Survey, by Survey Matters, I , " - , y , ____ �11 -' 11 , � i'�, 11�, I , ,,,� - -1 0 , ,,,, �� " , _4B6 31-' - I I ', ,,, $ � , 'I, ,- " I ", \ ' I'll I _" D< 1�1/­_ ,%,�) >1 ­ \ ,I, LLC, dated August 10, 2017; , - -- ' 84.44 FEET TO A POINT, THENCE N40'17'05"E A DISTANCE OF 124.94 FEET TO A POINT, THENCE LEAVING SAID CENTER LINE S56'00'47"E A �, , I - �� ,7 ,/ 1, ,�� , � i, I I I I , I I i / ��� Vy", 03'a r­> - i� _,,, ,�� __ - -1 , - I % '42'09"E A \\ "I 'i 5 - -_ 1_1� //� �- -- _-, -- A \ 1� I a. shed which encroaches '12'46"W A DISTANCE OF 230.95 FEET TO AN IRON PIN, THENCE S57 Ipi I , -,, 11 I DISTANCE OF 176.28 FEET TO A 23 INCH OAK, THENCE S33 � -, n -_ - �, , - ,,, ,,-' 1_�', �_, -.- TO: CROSS DEVELOPMENT CC CHARLOTTESVILLE, LLC �� . , X 481.36 ENCE S32*17'51"W A DISTANCE OF 75.00 FEET TO AN IRON PIN, THENCE S57*42'09"E A DISTANCE I _� 'I', � 1. , i - _,:�: ____ - :� -1 �' ,,,� ,9�-,Yf3 b. concrete sidewalk which encroaches upon the insured property ��2. 3 7,- _",1 __ ��'�, I- -' �, I CHICAGO TITLE INSURANCE COMPANY / \ '�'11 , \1 ,--X 470 - -- V111, I ',I DISTANCE OF 65.00 FEET TO AN IRON PIN, TH ..-9-q - -- '_�- --, "I I 11 AND CONTAINING 190,876 S.F. OR 4.382 ACRES MORE OR LESS. i .­-- ___ ___ - -,-- --�_ �, _-_ " - -w�,6,3 --- ", " --, ---,_�, I 1, I �, C __ __,, --- I I �111 , I , . gravel OF 231.35 FEET TO THE POINT OF BEGINNING __ - ` -, '5�483.68 , X 46,9,�,65__­ ,_-,-- ,� __ ,,,--- --,-- - - , ::'�-_ I,, I � , , - ", �1 -�--, ,I 1�� ,,, �, \ � _11-1 _, _,- - - ___ - � - ,,,, , __ _­ _ ,_ -7 __,��__ �__�_,___>­"_ � -, THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN I I �', I � "O \ I __-, __­ _ __ 1_1 - - - I ,> __ I / �,, �\ ", I J" -_ BEING THE SAME PARCEL DESCRIBED AS: , ___ --'I---,-- ­ -­ ___ __ __ , _-�� --' I ___ � - "so � - __ 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE � �11 � � � ___ - __----�_- ---,,--_- / I", 1',,, " I - , 11 , 1q, \ I , __ __ __� __ _, - - - -� 1A 0 p, SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 3, 4, 5, 6A, r� I " ""�, , --- --- , ,�D ��, " All that certain tract or parcel of land, situated in Albemarle County, Virginia, containing 4.382 acres, more or less, shown as Revised IParcel ___�� 4 78.'56 _::�-��4�81.55 t- 11 6B. 7A, 7C, 8, 9, '11, 13, 14, 16, 17, 18, AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS "Ill / ,/ t� V, : 11\ 1/� \ I I 1, 11F, on a plat entitled 'Boundary Line Adjustment Plat Parcels 11 And 11F Of Tax Map 77 Albemarle County, Virginia Scottsville Magisterial COMPLETED ON AUGUST 10, 2017. \ , ,% 11 ( ,�� I I-P / , 1, - � C), C) 11 I "� \ , �,�-�, , District', on a plat prepared by Roudabush, Gale & Associates, Inc., dated November 1, 201 1, recorded in the Clerk's Office of the Circuit \ / , I "I 1� ,,, , " I" V� "I 11 � .. .. I Court of Albemarle County, Virginia, in Deed Book 4137, page 325. 0 NICHOLAS L MANSAELD 5� 11 I . I � 0 1 � "I 11 � \ I License No. - � 11 �11 11 � 11, 11 I 1P,\ 'I, I (�.) I - _�___ �el,��,_ _X. "00� � ; �, I \ 11 � BEING the same property conveyed to Destiny of Lynchburg, LLC, a Virginia limited liability company, by deed from Robert G. Archer and Sherry M. Archer, husband and wife, dated January 11, 2008, recorded January 16, 2008, in the Clerk's Office of the Circuit Court of izoi -SV' - NICHOLAS L. MANSFIELD 1-1 le C;A-TE: 10/17/2018 REGISTRATION #3269 \ \, ;�,,��, 1, � � l" \1 V � , 1, � ,,� �'� I 11� ", �, 11 � % 4J,2 CU �, ,�, " ` I /_ UIVIr I I Inv=482.64 to Destiny I/ - , 9 '�3 '1141D I I , ' ,I I '� '� Z 83.70 Albemarle County, Virginia, in Deed Book 3540, page 183 (As to Lot 1, 1.736 acres); and BEING the some property conveyed of supl\lo * THE WORDS "CERTIFY", "CERTI69AKES" OR "CERTIFICATION" AS USED HEREON ARE UNDERSTOOD TO BE AN ��, I , l�K - �, <b , -, ,�� �' ,X 4 84 " , �% '1� \ �11 " Lynchburg, LLC, a Virginia limited liability company, by deed from Gregory Allen Love, dated February 13, 2012, recorded February 24, 2012, in the Office the Circuit Court of Albemarle County, Virginia, in Deed Book 4137, page 325 (As to Parcel X, 2.646 acres). EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, BASED UPON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF, �, , \ I V I V � /\ '1� �`, I � , e 11�, I X 1, \ \,�, I - 8404 -Q--) clerk's of AS SUCH, DO NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED. \ " � - - . / , ,\ , - I � �:fb7_ ,, - � - __ - - V) W W +. �, () _J � _-, 00 C61� �10 W 011� [):--- V) N Cd �� UJ .� () ,-..I 0 � �_ Z ;_� 0 - C13 U <�_ X U U ui W N �� q;,. 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C� <� <� DRAWN BAC NLM SCALE: I" = 30' 0 15' 30' 1��"',,,,,` rom F=17771717 7� , I I L_J I DATE OF SURVEY: AUGUST 10, 2017 DATE OF PLAT: AUGUST 16, 2017 PROJECT NO. 17-099 _____ ___ 2 SHEET NO. r _ X 487.57 X 488',W 48=/Mz287:.66 . f=" 5 O X 488:4X 48 I A6487:69 X-,-487. ' X 488.62 ' X 487.67X 486.9 X 489.61 X•488.08 X 486.69 `4 r Xn8`'21 ?_..._. - ; X 489.91 X'`8` r` X 487 i y_ }� 6 _ X 4�94.. 0 , 487.4 4.81 ` X 4d5.16 88 , A§§ .a7� � a7� 6.s3 ,a 4�.5_ X 490 /�a+�1 �� X 489.72 / °wv X 87:6 4 7.4 ' L X 489.al7400. 2 � 50 5� v X 484.92 _ X 4 8. �k\4 8 8.1 1 6wv X 486.45 / 09 2 \ 468 48 _.-X 0 47 _. - �X-46:7: \ � M Io�r � t (^ 6.70 4f,Z�3-1-2-�-� -7-2-:�3__ __.__,.�� __..__ _ -- _ ___ �_�. � .4�.-95_- _ 3-5.4 X._8 _ _ .._ ,.__._. _ ? 471 2.�7 _ _ ?fi 7__� \, 2 1 aa}}n0 �8 q+n0 }a�ouo 7 ? 4- � `. _ 47t1.9Q !' /,r_._ \.. 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J® v a N /i ti a a Q a a � 7 �Do ' \ X 472.52� in ,X,474.95 X 474�30 cN � � � � , V V O 4c Lo v'I X 475.83 t m ,,X 474.92 m 2" Cedar ` X 47 .64 1 X 470.19 X 475.5�•, I t 2" Cedar r3 Cedar 1 _ ✓ 4„ Oaks x3 # � �w auld �ap'gpS 6ulplln8 0 W 12" Oakes 6" Oak x2 I V o 0,777 475.4 0-yd �4" Oa 4 _ ak 53.85Q,'-S�5' 1558"Vy - 413. /9 w - _ ar-e " n __ .n.. 4.._._4740.67 471":9 �68f5 3 7 471.0 as - _ 472_ 28-__ 466.7E � a ' � 8a ADM-;O•-}q6i alJgnd }aa� 09) " .. m Od 6Z 6 lZ 1 7 ( _ 47 4 _._... __. X a8 X ,- , 471.99 7a.�6 X 33�JiS N®nb' "-` o 4 5 41 414.24.... / ___.._ �. .... }IDgdsV,,,, o .aP- ' a M s.947.a .5_,...._ 75471, l,,77? 7 5X .J.6 _ g1-471.0 �P A % U? 0 / v a ,cb°ja �o C•9 ` X 476``23 X,474 95 X 474�30 \I,\ X 472.52 vi w V Q7p'1�co `' ocq V J X 487 { I< 478.98 6 Oak t \ i \ AV o� I( I I v X 475.83 p \� �"� X 476.42 Co I! I I t I \ v 474.92 •coo/,`° i j I j 1 �� X 78Q3 � co � � U' o ; t p `� 3" Cedar "~� Vc 2" Cedar \. '\ X 47 .64 X 470.19 �•,, d 'ro `c t o. X 475.5. 1, X'4j6. f7i 09 A C Iti o J 2" Cedar 3 CedarCq t� „ 2 eIX 80. �.i,, �`D z) v �� 9, 4„ Oak? x3 Ef A X 481.3 0- $ Q`o &4 5" Oak V aul-) ��}as 5ulplln8 V ` O 00 12" Oakes 6" Oak x2 I v 'o 0a i ov O -X 1 X�4 _0.�4 , J480.7475.40-Y euid �apg4as 6u�ao_- 4" Oa i a 1 Q i �4�3.85aj�S3 95' S�"ViG'` o �473.79 3" 3" €Oa _ -ar i �47U.67-<� _ % 7 9 _ ✓' ^ 71"-'1 � 472.60 � �' � � 468�53 X 464.45 S_ S_ S, .A Qi -A co b /v A0) N0) . A cn n v n W 466 7 464.43 1 461 464 01 �462.94 jF, SC X N c 4rd2 7 X_ 461.86 61 X,459.02 X 4 7.86 - . a 4} win " a 4 ; _ 1C 442.93 - r d - - f p a Qu ' z ,. \ X 4�2f��2.5z,__. p ,, 1< X 442.00 X 440.63 - - `fit f- -mac 2 `F �.. �- - -�- - x ` -X 459 56 a a r - __-____- X 5 0: 0 2 468.48 X __._ _.,.,,-_ I `4457 7_,__ `_ __ ". n 48 X 466.3 465.86 r T _._ ... _ ..._.,.. ... >< , - � t / ---- _ _ _ X 4a 7 �.___ - n X 441.5 : r i 4 ~� � 1� 442.9�- _ __ X 440.31 __ 1 1-09 4.�5�_ Y4 51, r _ _. p ,, .a}M - a}M s a}rot ;' X 4[6J}M %< 46C•1 _g..R. .__.. ..... „�. _ ... ..... ,..__? _.. r L __... .......,.. � ,t•.. �--� 1' X 456.9 8 ...... _ l..... ._...... f -_. a , ., y � �n r T"^ - / ✓ _,. _., iC 466. Fi r "r o ,r' ._ � ,,., f� �' „ - _. �3' _ _ , �/ wv wtr > wtr __.... ... Ly _ 447-:•03 a _. __"..",. n89' _ 6 .43 ,:, , w wtr 45.94 -FP6? X 461-_8"3�,_. _. _._ .. 9. __.._ _ tr wtr / 0 4 X'467w23 a W._. a�� p -0wtr 46 .9 w 1 X 462.77 " 462 , , X 458 i : - 6 = j t X`462.1 4 ,7yn X 462.70 X 462.37 a fr9 53 3 9 v �4h59 ` 460.06 X 459.21 X 4,5(1'69` p X 458.68 X 457.03 " // X 45 :-36 \, C-4 a A (A 0) 4469 `55 X 4"54.23 X 453.24 Cow, X 45�'.XQ8452'.,06t• J C .ca - \2 p� o CD C) '> 0 0/ o� n � 0 LEGEND PROPERTY LINE - - ADJOINER PROPERTY LINE EASEMENT LINE • • • • • WATERCOURSE = STORM DRAINAGE PIPE WATER LINE wtr GAS LINE gas ohe OVERHEAD ELECTRIC 0WV WATER VALVE o HYDRANT ® IPINF IRON PIN-REBAR FOUND ONAILF NAIL FOUND ® IRON PIN SET-5/8" REBAR IPINS ®CP CALCULATED POINT CO-3 UTILITY POLE NOTES: 1. NORTH ARROW, BEARINGS, AND COORDINATES ARE BASED UPON VA GRID NAD 83 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. 2. ELEVATIONS ARE BASED UPON NAVD 88 ESTABLISHED BY STATIC CPS OBSERVATION AND OPUS SOLUTION. 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS: A. PLAT BOOK 4137, PAGE 332 RECORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. 4. CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER C13061 WITH EFFECTIVE DATE JULY 4, 2017 WAS USED IN THE PREPARATION OF THIS PLAT. 5. THIS SURVEY MEETS THE REQUIREMENT FOR A CLASS "A" SURVEY (1:10,000) AS DEFINED FOR THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF VIRGINIA. 6. THE AREA WAS DETERMINED BY DMD METHOD. 7. ALL HORIZONTAL DISTANCES ARE GROUND DISTANCES. 8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET #A721403244-OOA, FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH FIE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 9. THE PROPERTY APPEARS TO BE IN FEMA ZONE "AE" AREA WITH BASE FLOOD ELEVATION OF 372.5 ESTABLISHED AND "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP #51003CO288D; EFFECTIVE FEBRUARY 4, 2005. 10. ZONING PROVIDED BY ALBEMARLE COUNTY TO BE USED FOR INFORMATIONAL PURPOSES ONLY. 11. TOTAL AREA = 190,875 S.F. = 4.382t ACRES 12. NO EVIDENCE OF RECENT EARTH MOVING, BUILDING CONSTRUCTION, STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED ON SITE. 13. THE SITE DOES NOT APPEAR TO HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 14. NO VISIBLE FLAGGING EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS BEING LOCATED ON THE SUBJECT PROPERTY. �4�1101I OF Gf� ® C�, NIGtIOLAS L MANSRELD oU License No. y 3269 O SUR\] 'V) W U > C� W N � z o 0 U � CAW G i U p Vl " 1 •1 •1 "1 V ) ��� Q ® � .0 J V) U7 Z � ® z ,� W ww O ry U 00 CD N 00 U C? �i W c U U o O Q ((4 �U��i�� DRAWN CHECKED NLM NLM SCALE: I" = 30' 0 15' 30' DATE OF SURVEY: 2/11/2018 DATE OF PLAT: 2/13/2018 PROJECT NO. 17-099 SHEET NO. SEQUENCE OF CONSTRUCTION NOTE= UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC, IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS, IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PHASE I I, SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH ALL SUB -CONTRACTORS WHO WILL BE RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES AND WHOSE WORK WILL IMPACT THE SWPPP. INVITE AGENCY(IES) TO PRE -CONSTRUCTION CONFERENCE, 2, INSTALL STABILIZED CONSTRUCTION EXIT. 3, INSTALL PERIMETER SEDIMENT CONTROLS � PLASTIC SAFETY FENCE AT SOUTHWEST PROPERTY LINE, CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS. 4. ALL DISTURBED SLOPES 3=1 AND STEEPER TO RECEIVE TURF REINFORCEMENT MATTING OR TRACKING WITH PERMANENT SEEDING, 5. INSTALL SEDIMENT BASIN AND OUTFALL PIPING PER PLAN, 6. INSTALL DIVERSION DIKES AND STABILIZE WITHIN 7 DAYS. 7, TEMPORARILY STABILIZE ALL DISTURBED AREAS WHERE WORK HAS CEASED FOR 14 DAYS OR MORE, 8. COMMENCE MASS GRADING OPERATIONS. PHASE II I. INSTALL REMAINING STORM DRAIN AND INLET PROTECTION, 2, INSTALL ALL UNDERGROUND UTILITIES. 3. START CONSTRUCTION OF BUILDING PAD, WALLS � STRUCTURES. 4. COMPLETE MASS GRADING � STABILIZE SLOPES. 5. UPON COMPLETION OF SOUTHWEST RETAINING WALL, CONVERT TEMPORARY DIVERSION 'C' TO PERMANENT CONCRETE FLUME. 6. INSTALL CURB AND GUTTER AND STABILIZE PARKING AREA WITH THE COURSE. BASE E, S S 7, PAVE PARKING AREA 8, PERMANENTLY STABILIZE ALL REMAINING DISTURBED AREAS, SEE R AND STABILIZATION PLAN F R FINAL GR NDCOVE S LANDSCAPE AN 0 OU REQUIREMENTS, 9, REMOVE BASIN SKIMMER � CONVERT SEDIMENT BASIN OUTLET STRUCTURE TO FINAL CONFIGURATION, (RE: DRY POND SECTION SH EET) I INITIATE SWPPP CLOSURE PROCEDURES WITH ALBEMARLE COUNTY AND 0 S S VDOT, WATER ALL DOWNSTREAM STORM PIPES STORM IL INSPECT A DOWNS S � MANAGEMENT FACILITIES. CLEAN AS NECESSARY. 12. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FEATURES THROUGHOUT THE LIFE OF THE PROJECT, 13. INSPECTIONS TO BE EVERY 4 BUSINESS DAYS OR EVERY 5 BUSINESS DAYS AND WITHIN 48 HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES 0.25 INCH OR MORE OF PRECIPITATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK CODING SYSTEM NO, TITLE KEY SYMBOL 3.01 PLASTIC SAFETY FENCE SAF 3.02 CONSTRUCTION ENTRANCE CE 3.05 SILT FENCE (S) SF 3.07 INLET PROTECTION IP &;�� @ 3.09 TEMPORARY DIVERSION DIKE D 0 3_I4 TEMPORARY SEDIMENT BASIN SB � 3.15 TEMPORARY SLOPE DRAIN T5D Ts0 3.16 PAVED FLUME O PF O 3.18 OUTLET PROTECTION e 3.19 RIP -RAP (W/ FILTER FABRICUNDERLAY) 0 3.20 S 3.29 SURFACE ROUGHENING SY su TEMPORAR ,f'G SEEDI u (H) �- TS3,31 3.32 PERMANENT SEEDING 0 PS 3.35 MULCHING S _. (R__► I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2, ALL EROSION AND SEDIMENT CONTROL MEASLES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA CODE I I 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. I I I 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR I I I TO OR AS THE FIRST STEP IN CLEARING. 4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE III I MAINTAINED ON THE SITE AT ALL TIMES. I I I I 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN 1 I I I INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW I I I _ I I �\ _ OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY I I I I I I I�I EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE I I I I I I I I PLAN APPROVING AUTHORITY, 1 t I I I 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL I I I T IT, I '�� I EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND 1 61 I � I SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, I I 1 ` I I I II 7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL L I MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE I I o I I I I r R� '> DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. I I I I I I I �$ i. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED I , \ I l, \ FILTERING DEVICE. I \ \ \ 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASLES I I I \ \ \ \ \ \ PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT, ANY I I I I \ \\ \ NECESSARY REPAIRS OR CLEA(�HJP TO MAINTAIN THE EFFECTIVENESS OF THE I I I TS I EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, 1 I I w I I I , 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW I I I , AREA, I I rI7 I I I 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. I I `� I I I I _ ' 4( EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, I I I I I I , l r_ WOOD, RUBBISH, AND OTHER DEBRIS. III l 12, BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF I / COMPLETION PER ZONING ORDINANCE SECTION 5.1,28. I I I I I I I I I 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION I I I I I 13-301 OF THE CODE OF ALBEMARLE. III I I I I I Y 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER I I I I I I I III r EQUIPMENT SMALL BE LIMITED TO THE HOURS OF 7=OOAM TO 9=OOPM. I I I I 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER I I I I I I I I I �, THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO I I I I I 1 I I yp° PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND I I I I I `1 I i DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. I I I I I I Ii'll 16. Tl-E DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR I I j I 1 I I I III '' CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE I T I I I APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN I I I I I I I I s' REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION I I 1 I I I I I I I I > Y` OF THE PROPERTY, I I I I I I = J 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. I I I I I I I I I ° SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO I I I III I I I 11 FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL 1 L� I 1 I I I I I .I WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY I I I I I "i` THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE rL I I I I I I A APPLIED AT 80LBS/IOOSF, ALTERNATIVES ARE SUBJECT TO APPROVED BY THE I I I I - COUNTY EROSION CONTROL INSPECTOR, 1 I I I I I I I 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, N /F I I I I I I I 5 AND MULCH, AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT o l d i n g s, L L C I I I I I I ' 9OLBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER 00-00-00-011 Eo I I I I I SHALL BE APPLIED AT IOOOL.BS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT 3 e 2 P D G. C 510 1 i I I I I I I y, MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST e : Vacant I I OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR I I I 1 I KENT-CKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8OLBS/IOOSF. I I I 1 I I -1 ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL I - j I I I II I I ,I INSPECTOR, I I I I 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED ONCE EVERY (4) 1 I I II I I 1 BUSINESS DAYS OR WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR , CLOGGING TO STRUCTURAL MEASLES IS TO BE REPAIR IMMEDIATELY. SILT �\ I I I II TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS - �I ) I � 01 FILLED WITH SEDIMENT, ALL SEEDED AREAS ARE TO BE RESEEDED WHEN _ \ �� r NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND � DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT F MUST BE CLEANED AMID REPAIRED IMMEDIATELY. \ ' 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE _ \ REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE Ap p a rent E n c ro n t" NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION -�-- S o_ r r e t e Sid e w Qik- - CONTROL INSPECTOR. -; - / NO CONSTRUCTION VEHICLES, MATERIALS OR DEBRIS ARE TO BE STORED WITHIN THE AVON STREET EXTENDED RIGHTS -OF -WAY or � •1111 ¢, DIG O�m Stt3, f 3gek1 N.kt,imei s.caeaa,� ,� a'w •c[r' E ,n 191,4, �� Y a P n' y 5 s f € e 69, ,, __ /�� F�M DB. 3814, *STATE ROUTE 742 ROADWORK HAS h10T BEEN INCLUDED m w: \ 2 A i� Zone: F WITHIN THE TABULATIONS PROVIDED ABOVE. _ _1-4 `3,5 - \\ n/� Use : \ \\\ ���VJ`, \�` ``\� n � oO��s E SMALL PROJECTS B KH PLANT NG TLREES OR N \\\' �Z \ C SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY �j \\�\\_ \\�\\\�� k '.. R� LINE WHILE DIGGING, YOU CAN HARM YOURSELF F F ��\\�\� 3�i \\\ \ \F� OR THOSE AROUND YOU, DISRUPT SERVICE TO R c \� �� \\\\ \� \ � AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE �R) _ \' \ �\ \\- __ _ _ _ \ \ RESPONSIBLE FOR FINES AND REPAIR COSTS. VERY \ \ 00\\\'3 \\\�_\\\\�\ GWCA - \ \ \ \ \ � \\\\ �\ \ �° SMART DIGGING MEANS CALLING 611 BEFORE \ \� 39S - \ \ \ \ �.. \ \ \ \\\ \\\\ EACH JOB. WHETHER YOU ARE A HOMEOWNER OR LOOT I ON MAP \\\ _-_-�- \\\\\\\ \\\\ \ \\ \ \� \ \ \\\\\\\ A PROFESS I ONAL EXCAVATOR, ONE CALL TO S11 __ \\\\ 40 \\\ \\� \\� \ \ \ \ \\\ \\�\ \ \ GETS YOUR MARKED FORDFREELITY LINES SCALE: 1" =1, 000' \`�� \� \\\\\\\\\\___\\___ \\\\\�\\\\ \\\\\ \ \ \ �� \ \\\\ \\\ \\\\_ \\\--\\\\� \�\\\ �_ - \..� �4� \ \ \�. \ \ \ \ \ \� .- \ \\\\\�;4 \ \\\ \-\ \�\\ \\\ \\\ \\\\\\\ \\\\\\ \ �� \\ \ \ \ \ \ \ �\\\ \ \ \�42 \ \ \\ \ \�� �� \ \�\ \\\�\\ \\\� �\ \\ \\ ___L - > - 7 � \_\ _ _ _\ \\ \ \ \ \ \ \ \ \ \\ \\ \�� - - \ \'\\\.� \\ \ \\>\\ �\ \\ \� \ \\ \\\ \\\ \\ \\\� \ \\�'� \ \ \ \\�\\� \\\\\�\\� �\� \\�\\\\\\\ \\\\�\\\\\\\�\\\�\\�\\\\\\\\\\\_\\\\\\-\\\\\\\\\\\\\\_\\\\ \\\ \\�\_::�- ` �%6 \ \\ \ \ \ \ \ \ ,\ \ \ \\ \ \ \ \ \\ \\'\ -4- �� \\\\ \ \\\ \\\'\:�::I:-,�->_-_\ \\\ _�:--:_\ \� \ \\\\\\\\ \\\ \_\ \\\ \\\-\��\\\�o_-_� --::- :�, \\ \\\ _ \ \ \ \ \ \ \ \ \ i \ \ -\ \ \ \ - \ ..\ 1 \ \ ,\ \ \ \ \ \ \ \ \ \ \ \ \ \ _, \ \\ \\ \ \ \\ \ \ \ \\ \ - \ _ \ \ - io \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \�\ ev,_ \ _ _ \ \ \ \' \\ \ \ \\ �� \. \ \ \ \ \ - \ - \ \ \ \ \ \ \\ \ \ \ \ of 0,x _�� -� \ \\�\ \\\ \� \\\'\\\ \� \\\ \\ � \ \ - \ \ \ \ I \_- \ �.\\\ �\ \\\�\\`�\�\� ��\ �� \\ \ \\\ \\\ \,\ � \\\\ \ \ \ \ I I I \ \ /r \ \ \\ \ Lori C vlv�_ ----\ \�-,�� o �\� o\ \\\o o ��\��� ��\\o\\�o\1_\ , o\\o\� \`\�\ ` 1\ 1\I I i i j I I I I j I j I ��� \, -,� \ ` � o --- o \ \ D: 077 \\ , \ \ \� \\ \\ \ \ ,\\ .\ \,\ ��\ ,\\ \ \ , l I I I 1 I I I I , \ \ \ ,-\ \\ DB. 14 �� �' , � \\���\\��o �-�\\\\�-\\\\�\\ \\� o \�\ \\\`\\\\� 1 1 I I L, I I I I I I �o \ o \\o 11 \ o�. o I 1,\ \\ \�.\\ \ \ \\ \ \ \ \\ I III I j I I I I \�\ \\ \\r,� \\\ \ Use: 1 \ " \"\\�\\�\\\\� \\\\o\\�\�\ I I I I III L III I L \ \ \ \\..\ `.1/ \--,--�,\ Z \ ,� 88 SOIL \ \\ \\ \\\ \o \\ \\\\ o�� �\I I ' I 1 I I ' I I .1 f1 Cr3 IU III I (III \ \ �\ \ \ \ \` \\ ,/ / \ \ _ \ , \\ � \, f � (\\ \ \ �\ \\\\ \\\ \\ 1`I 1 1 1 I I III I I , I I I I , 1 I I I � \ \, \ \ \ \\\ �l \ --_ \\ \� \ � / \\ ��\\\\\���I)11II�;IIILIIiIIII;IIj;IIIIII1II1iIII�I�\\\\\\\\\ o-,- I \�� - -- \, 'I-, x� vv \\ l.(i�I( 1II `I L I I I II I I I I\ \ \� \ No -Disturbance Zone O \ \ \ \\�\;\� \\ \\ �� `�\\\ \\\ ��� �� �\\\..\\ \\ a , \ \ \ _:_ -- � \ \ \ 2G l \� \\ \\ \ \ \\ \ \\ \\ I \ PB. 3471, PG. 411 ' \ \\, - \\ \\ \ \\ \ \\\ � \� \� ��,\\\ \ r� \ \.. \ --- \ \� \ \ PB. 4137. PG. 332 / \ \ \ \ \\\ \\\ \\�� o\\o\\��\\�\\�\ \ \\�\\`\ /II T� \\\� \-- \ \ EMERGENCY SPILLWAY / �' AREA 8= (SEE DETAIL) \\ - \\\\\\\\\o\\\\\\\\\\\\\\\\o\o\'\\\,\\\ \\\\\\\I `\1� o _. �I\�\�,\ AREA 6= (DRAINAGE AREA TO SILT FENCE) \ _ -"(DRAINAGE AREA DIRECT TO BASIN) ` \ \ \ \ ��� \TOTAL AREA= 0.07 AC c \ TOTAL AREA= 0.18 AC \ \ �\ \\ \ \\ \ \ \ \\\ \\\ \\\ \ \ \ \ - - -- \ LAWNS o C=0.60 - \\ ANTRAVORTEXPRACKYPER DOETAIL / 1 \ \\\\\o' \\\�\ \\��\\�o�o \�\� ��\ \\� \\ \\\ \\ \\ \\1'�� o \\\, y ^\ 6\\ LAWNS * C=0.60 IV _ _ TREES SHALL REMAIN - \ \\ \ / � - _ - \ \ \ �� \ \ \� -� TREE TO BE \ _ �. i ; - / SF \ lmmmlvw\ CONTRACTOR TO PROTECT \\ \ \ \) � � \ \\ � \- .1`t\ PS SR - :,, ` ` +' \\ � \ T OUGHOUT CONSTRUCTION \\\ \ \ \ \ \ \\ \ 7 REMOVED (TYPJ 2=I \\ \ \ ) \ \ \ \ \ \ \ \\ \ -_ 4c6� I 1 - \\ T71\\\\\\ \\\\\ \\\\ \\\\ \\\\ \ \\\ 11 // \ \ \ � -4 sF °° I SKIMMER PER DETAIL s \` \\ \\\ \\\\\\\\\ \\\\\\\\\\\\\ \�Ih� �� I Y y �,I tr \ \ \\\ \\\ \\\\ \\\ \ \\ \\ `� �-_� - _ S 1\ yYtrti„_ Yq �� Ytrtr CD Y4ag� \\ \\\\ \\\\ \ \\ \ \\\\ \ T� \ 1� �'~Y YtrY yea YY94Yyq'''YYY•. \ <.' i LtrMSTORMWATER i!n �VY�DtryYtry T0P501L�%%' -1 �Ymu�y� 4 (2) 12'# \ ,PS ' SR ',.. tr YaY vnvo vvvry \ \\ \ \ V\ �v� vv� A m e \\\ \ \\\ \ N\\\\�\\\\\\\\ ,\\11 �� ` \ \ \ __� __�_ �� ����v��°tSTOCKPILE'VV��VC°��Yq�v� �� � -70 l \ - OUTFACE =r \ \\ \\ \ \\\ \\\\ \\\ ,\ \ \� AREA �Ytr�7q� <t4' \ Y,YY �tlQs +"J�y l: dv,G ,y `! V g'y Y' B,Yryd°J \\ \ \\\ \\ \\ ��_, \ \ \ Y d tr trY tr , ,' I ! \ CAT= 38°00'37.9°N \ \ \ \ \\ 14 \ \\� Y. tr. ;` , I \\\ \ \ \ \ \\ \ \ \ \ \ tr� YYY ", Y I \ \\ \ \ \ \1 � � � "n ° tr ,,'7',' Y° r v LONG 78 29'27.7'W \ \ \ \ \ N \ \ 1 - __:� \ \ � \\ Ya rmtr,_', e a v rY'Yyr vtrY „Z',," ��vo9`. I- 1_ - - .-\ \ trYV 7 - \\�_\\ Y S Y '✓ Y Tj�\�� Y K \ �YY, 4?YY.VYtiVVp•. "`, ,v Yv� , \ FLOWS TO \\\ \\\ \\\\\ \\\\\ --, -Z\ \��\ I 'TV yy•JY `Y99Y4 gb`Y tr9"YY+y y VVV,�'?DYy�tY9 Y+Y v,�gtr trVV YYY+v Y$ Y'�' \ \/TYVJVY DY�4YY y`Y-e✓ql ffaOI9C \>I, \ \ \,\I\ \\ '3'Jg4vd9 dYYg 4qS'4Y9 VVV����� �-�' �� ff Y I l v \ I \ \qY&`�Y.DYHaDVC..Y YYne o. o,v \\ s y 1), tr " SEDIMENT BASIN ttl (SEE �rArJ � � � ; o MOORES CREEK VA \ VA\ I I-; � v \ AREA 5= _ MAX. DRAINAGE BASIN (PH ID= A61 AC. ' � ;, � �'��. � : - , \ SHED E FOUNDATION TO APPROXIMATELY I \ � \ VAA�\VAA\ \� � v� �\ Imo` (DRAINAGE AREA TO SWALE 'D') -�- REO'D STORAGE VOLUME= ±5825 C.F. -- PS'.SRR. COMPLETELY REMOVED OR 478 FEET I �\\\ \\ \�� ��\\\ PROVIDED VOu�= ±19597 C.F.;111 RELOCATED - CONTRACTOR , A \ 11 " \ TOTAL AREA: 0.73 AC WFT STORAGE (465.0-466.25r *-3,222 C,F. 70 ' - S TO COORDINATE WITH OWNER NORTHWEST \ \�\ \ 9 - v \\ \ LAWNS o C=0.60 DRY STORAGE (466.25-467.25), +-3,354 C.F. 7/ ) HLIC=020802040402 I \\ \ \ \ \ \ PRMA12Y SPILLWAY WER ED 467.25 72 (2) 12 � \ I I \\ \ 6 \\ \�\\ RR \�\;\\ � \ PRIMARY SPILLWAY RISER ED 468.5 I I \ \ EMER, SPILLWAY INVERT EL: 469.5 \ \ 4 \ AREA 7 (OFF -SITE RL(V-ON)= \ \ \ _ - �. SPILLWAY �' 4700 \j \ I \ I �\ I �� I \ � \ \\ \ (DRAINAGE AREA TO DIVERSION °C°) EXCAVATION BOTTOM EL= 465.0 \\ ® I \ \ \ \ �aS , \ TOTAL AREA: 0.66 AC CLEAN -OUT ELEVATION= 465.7 \ 1 I \ \ LAWNS o C 0.60 � PERMANENT SEED ALL SLOPES I\ I I I " \ \\ \ \�. °\ I I I 0C \ \ AREA 4= \ CONCRE I I I TS * \\ \\ (DRAINAGE AREA DIRECT TO BASIN)) \\ WASHOUT L I I \ \ TOTAL AREA= 0.19 AC \\ \ \ \ LAWNS o C=0.60 \ 1--, \\ \ \ \\ \\ \\ \ \ \ rIal \ \mmm �\ �. \ \\ \ APPROXIMATE BLDG. FOOTPRINT ' \ 4 �s \ \ \ _ \ \ \ \ \ \ _ - AREA 2= \___ � \ \ \ (DRAINAGE AREA TO SWALE 'BY ONTRACTOR SHALL \ TOTAL AREA: 0.32 AC t'7\ INk CSTALL CUTOFF DITCH \ \ \ \ � \ \ \LAWNS * C=0.60 \ ,TO INTERCEPT \ � \ \ \ \ OFF -SITE RUNON \ �' \ \\ % SEES \ v v f A P DETAIL \\\�/ k TS 20 Utilit & Drainage I / Ease nt I` \ \ AREA 1= i \I -p \_ i I 5 'B' I 1 .I_ 411 PB 3471 Jr �_ ___�� 77 CI\ - 1 Willoughby Assoc ic C/O Real Pr P I D: 076M2-, ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.38 ON -SITE DISTURBED AREA 1.70 OFF -SITE DISTURBED AREA 0.20 TOTAL DISTURBED AREA 1.900 IMPERVIOUS AREA AT COMPLETION (ON--srrio ONLY) 122 PERVIOUS/ SEEDED AREA AT COMPLETION (OWME ONLY) 315 EROSION CONTROL NOTES. I. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO 50 HAS BEEN RECEIVED BY ALBEMARLE COUNTY, 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED NPDES SWPPP DRAWINGS DURING CONSTRUCTION OPERATIONS. II , 50' Ex. Snared Driveway Easement I (To be abandoned) 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL I PB. 3471, PG. 41 1 ALL PHASE I AND PERIMETER SEDIMENT CONTROL PB. 4137, PG. 332 MEASLES HAVE BEEN INSTALLED, AND CONTRACTOR HAS RECEIVED A GRADING PERMIT FROM ALBEMARLE \ COUNTY. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK STANDARDS AND SPECIFICATIONS, 3RD EDITION, \\ \ 1992, APPLIES TO THIS PROJECT, 4. ALL EXPOSED AREAS SHALL BE STABILIZED OR �A 3, SEEDED IMMEDIATELY WHEN GRADING OR EXCAVATING (DRAINAGE AREA TO SILT FENCE) ACTIVITIES HAVE PERMANENTLY CEASED. (REF. VESCH, TOTAL AREA= 0.09 AC 1992) LAWNS o C=0.60 5. SHOULD GRADING OR EXCAVATION CONSTRUCTION TREE TO BE STOP FOR LONGER THAN 7 DAYS, THE SITE SHALL BE r' ,v, \ \(DRAIN AREA TO SILT FENCE) MOUNT RAI I II SEEDED AS SPECIFIED, (REF. VESCH, 19923 STD. SPEC. 'C� \ �)\_� TOTAL AREA= 0.16 AC GAUGE TO \ I I REMOVED (TYPJ \:F ( A: LAWNS* C=0.60 SIGN Iammni I I POB 3,3U �p -I J I - ,G 1 �� N 3,891,340.03 6. SEDIMENT AND EROSION CONTROL MEASLES SHALL DO \ APPROXIMATE BLDG. FOOTPRINT - f� � � ��-- E 11,485,707.76 _ ) i ��' r��f1 I BE INSPECTED AT LEAST ONCE EVERY FOUR (4) SF _ - -��/ ' � ; I I BUSINESS DAYS OR ONCE EVERY (5) BUSINESS DAYS AND SF -- _4- 01 SF j / 5F SF sF t = \1 WITHIN 48 HOURS OF 0 25 INCHES RAIPPALL OR GREATER 1_______- - - - - _ __ - SWPPP , - M Cy mete srj - ' '. DURING A 24-HOUR PERIOD. ALL MAINTENANCE REQUIRED - - - - _ _ - 2. 5 Conc r � r - _- - - _ - - - - _- SIGN - - - _ - - - s _ _ _- _ 5' RCP -IV CULVERT PER VDOT BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND \ e\e ur & u ( L--- ----- --- =- �'` - , -_ --__ ---- tl y p i c ���� - T - - - _--= " -- S (RE: ROADWAY PLANS BY ---STD BE COMPLETED WITHIN 48 HOURS OF REPORT. (REF. - � - a \ \ RAMEY KEMP E ASSOCIATES FOR VPDES CGP VARIO PART I /B,4,(D)IJ' \� \ \ Cls� D AV STREET E� ENSION (S f� 742) fi� OFF SITE GOAD FINAL STORM CONFIGURATION) �, N 3,8 4'125.38 E 1�485,572.24 - w r-___ - / / (60 Fe Pub 1 i c Ri gf� 40f-Way) (DB. 4 9, PG. 219) /- IMPROVEMENT PLANS 7= _ (BY OTHERS) - 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE, / / IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY _ TO TAKE ALL NECESSARY PRECAUTIONS TO PREVENT _ ' " _ - SEDIMENT FROM LEAVING THE SITE, \ __ F EXISTING PROPOSED DESCRIPTION OEM �EOLOD LIMITS OF DISTLRBANCE - - 662- - - �M)- CONTCLR LINE --- ----.- _ STORM DRAIN ------® PROPEIM LIMITS rY-y-ly-) TREE LM ZONING LIMITS SOIL TYPE LIMITS DRAINAGE AREA LIMITS STEEP SLOPE -PRESERVED (SOLRCE= ALBEMARLE CO. GIS SEP FILE) DISPOSAL OF SEDIMENT, NOTE: SEDIMENT REMOVED FROM SILT FENCE, INLET PROTECTION AND SEDIMENT BASIN, ETC. DURING THE COURSE OF CONSTRUCTION, SHALL BE PLACED ON THE TOPSOIL STOCKPILE AND RESPREAD AT THE- END OF THE PROJECT, SEDIMENT REMOVED FROM THESE ITEMS AFTER THE SITE HAS BEEN SEEDED, SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED, LISCENSED SPOIL AREA THAT IS IN FULL COMPLIANCE WITH THE NPDES REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY APPROVALS NECESSARY TO ALLOW FOR THE DISPOSAL OF THIS MATERIAL IF HAULED OFF -SITE. STORM DRAIN STRUCTURE TABLE STIR. # TYPE RIM/THROAT INV. IN INV. OUT 6 MANHOLE 466.33 460.65 (7) 460.55 (9) 7 MANHOLE 468.33 461.85 (8) 461.75 (6) 8 POND OCS 468.50 1 462.54 (7) 9 ENERGY DISSIPATING kEADWALL 463.79 1 460.50 (6) Storm Drain PIPE TABLE STORMDRAIN PIPE SIZE LENGTH SLOPE INV. IN INV. OUT 6 - 9 30' 5' 1.001 460,55' 46050' 7 - 6 24' 110' 1.00% 461.75' 460.65' 8 - 7 2,V 1 69' 462.54' 461.85' 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. (REF. VESCH, 1992) 9. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED AS DEEMED NECESSARY BY SITE INSPECTIONS. 10, IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, TI-E PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. II GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION, (REF, VESCH, 1992, STD, � SPEC, 3,32) 12. SEDIMENT SHALL BE REMOVED FROM SEDIMENT FENCE WHEN IT IS 25% FULL. (REF, VESCH, 1992, STD. � SPEC. 3.05) 13. SEDIMENT REMOVED FROM SILT FENCE AND OTHER BMP DEVICES DURING THE COURSE OF CONSTRUCTION SHALL BE PLACED ON THE TOPSOIL STOCKPILE AND RESPREAD AT THE END OF THE PROJECT. ANY MATERIAL NOT NEEDED TO COMPLETE STABILIZATION OF THE PROJECT SHALL BE HAULED OFFSITE TO AN APPROVED, LICENSED, SPOIL AREA THAT IS IN FULL COMPLIANCE WITH NPDES REGULATIONS. 14. THE CONTRACTOR SHALL LOCATE THE FOLLOWING ON THE SWPPP PLAN MAINTAINED ONSITE= CONCRETE WASHOUT LOCATION, TOPSOIL STOCKPILE 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT TRACK OUT TO ADJACENT ROADWAYS DOES NOT OCCUR. CONTRACTOR SHALL PROVIDE WHEEL WASH, IF REQUIRED, TO PREVENT TRACK OUT, PAVED CONSTRUCTION ENTRANCE WITH WASH RACK 15 REQUIRED (REF. PCE DETAIL) 16. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN 30 DAYS. (REF, VESCH, 1992) 17. NO UNPROTECTED, DISTURBED AREA SHALL DRAIN TO ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE OR WEARING SURFACE ARE CONTAMINATED BY SILT TRAPPED AT LOW POINTS OR INLETS. 18. ALL UTILITY TRENCHES LOCATED OUTSIDE PAVED AREAS ARE TO BE SEEDED AND MULCHED WITHIN 30 DAYS AFTER COMPLETION OF BACKFILL. 19. TEMPORARY CONTROL ITEMS SUCH AS EARTH BERMS, DIVERSION DIKES AND SEDIMENT BASINS ARE TO BE MULCHED AND SEEDED WITHIN ONE WEEK AFTER GRADING. (REF, VESCH, 1992, STD, E SPEC. 3.3E 20. A COPY OF THE APPROVED DEVELOPMENT PLAN AND EROSION AND SEDIMENT CONTROL PLAN SHALL BE KEPT IN GOOD CONDITION ON THE SITE WITH THE BUILDING PERMIT DURING CONSTRUCTION OPERATIONS. LOCATION, SANITARY FACILITIES, SOLID WASTE RECEPTACLES, AND FUEL STORAGE AREA, AS APPLICABLE. (REF, ESC PHASE I SWPPP BOOKLET, SEC. 6, SWPPP EXHIBIT) 0 30 so SCALE P " 30' d on 1J a 1 O ,��� N CV > C) Q -- Q O dam" � �_- 0 LO 00 C m -I,0 Opt (2)U) \'O (13 o'\ = � U c \U N C //� CD Cz EP TH ,, �� Lid I CHI LC ' .: y 0 > 6014 , 0 G� ,!PNA� E M .! 0 a i . it , - .* • �� 1, i ,f . f i CO _j < iM 1 .' Cr. DRAWN BJH DRAWING SEQUENCE OF CONSTRUCTION NOTE: UPON IMPLEMENTATION AND INSTALLATION OF THE FOLLOWING AREAS: TRAILER, PARKING, LAYDOWN, PORTA-POTTY, WHEEL WASH, CONCRETE WASHOUT, FUEL AND MATERIAL STORAGE AREAS/CONTAINERS, SOLID WASTE CONTAINERS, ETC. IMMEDIATELY DENOTE THEM ON THE SITE MAPS AND NOTE ANY CHANGES IN LOCATION AS THEY OCCUR THROUGHOUT THE CONSTRUCTION PROCESS, IN ADDITION, NOTE ALL AREAS WHERE FILL IS IMPORTED FROM OR SOIL IS EXPORTED TO ON THE SITE MAPS. PHASE I 1. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH ALL SUBCONTRACTORS WHO WILL BE RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES AND WHOSE WORK WILL IMPACT THE SWPPP, INVITE AGENCY(IES) TO PRE -CONSTRUCTION CONFERENCE, 2, INSTALL STABILIZED CONSTRUCTION EXIT, 3, INSTALL PERIMETER SEDIMENT CONTROLS � PLASTIC SAFETY FENCE AT SOUTHWEST PROPERTY LINE, CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS. 4, ALL DISTURBED SLOPES 3' I AND STEEPER TO RECEIVE TURF REINFORCEMENT MATTING OR TRACKING WITH PERMANENT SEEDING, 5, INSTALL SEDIMENT BASIN AND OUTFALL PIPING PER PLAN, 6. INSTALL DIVERSION DIKES AND STABILIZE WITHIN 7 DAYS. 7, TEMPORARILY STABILIZE ALL DISTURBED AREAS WHERE WORK HAS CEASED FOR 14 DAYS OR MORE, 8• COMMENCE MASS GRADING OPERATIONS. PHASE II I, INSTALL REMAINING STORM DRAIN AND INLET PROTECTION. 2, INSTALL ALL UNDERGROUND UTILITIES. 3. START CONSTRUCTION OF BUILDING PAD, WALLS � STRUCTURES. 4, COMPLETE MASS GRADING � STABILIZE SLOPES. 5, UPON COMPLETION OF SOUTHWEST RETAINING WALL, CONVERT TEMPORARY DIVERSION 'C' TO PERMANENT CONCRETE FLUME, 6• INSTALL CURB AND GUTTER AND STABILIZE PARKING AREA WITH THE BASE COURSE. S 7, PAVE PARKING AREA 8. PERMANENTLY STABILIZE ALL REMAINING DISTURBED AREAS. SEE LANDSCAPE PLAN FOR FINAL GROUNDCOVER AND STABILIZATION REQUIREMENTS. 9. REMOVE BASIN SKIMMER E CONVERT SEDIMENT BASIN OUTLET F (RE1 DRY POND SECTION SHEET) TO FINAL CONFIGURATION, 0 S 0 STRUCTURE 10• INITIATE SWPPP CLOSURE PROCEDURES WITH ALBEMARLE COUNTY AND VDOT, M PIPE STORM WATER II, INSPECT ALL DOWNSTREAM STORM S S 0 S � MANAGEMENT FACILITIES. CLEAN AS NECESSARY. 12. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FEATURES THROUGHOUT THE LIFE OF THE PROJECT, 13• INSPECTIONS TO BE EVERY 4 BUSINESS DAYS OR EVERY 5 BUSINESS DAYS AND WITHIN 48 HOU125 AFTER EACH RAINFALL EVENT THAT PRODUCES 0.25 INCH OR MORE OF PRECIPITATION, ALBEMARLE COUNTY GOtM OONSTRUM NOTES FOR EROSIION AND SEDIMENT CONTROL PLANS, I, THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AMID ONE WEEK PRIOR TO THE FINAL INSPECTION, 2, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AMID SPECIFICATIONS OF THE VIRGINIA EROSION AMID SEDIMENT CONTROL HANDBOOK AND VIRGINIA CODE 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS, 3• ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING, 4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, 7, ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AMID DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED, 8• DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT, ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY, 10• ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA, 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12, BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28• R ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 71OOAM TO 9rOOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET, STRAW MUCH IS TO BE APPLIED AT 80LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18• PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MUCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL, FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX, PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MUCH IS TO BE APPLIED AT 8OLBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR, 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED ONCE EVERY (4) BUSINESS DAYS OR WEEKLY AND AFTER EACH RAINFALL, ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT, ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AMID DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY, 20• ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, NO CONSTRUCTION VEHICLES, MATERIALS OR DEBRIS ARE TO BE STORED WITHIN THE AVON STREET EXTENDED RIGHTS -OF -WAY VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK CODING SYSTEM NO. TITLE KEY SYMBOL 3_01 PLASTIC SAFETY FENCE SAF 3.02 CONSTRUCTION ENTRANCE O on 3.05 SILT FENCE (SF) SF 3.07 INLET PROTECTION S &jzl� @ 3.09 TEMPORARY DIVERSION DIKE ®D 324 TEMPORARY SEDIMENT BASIN SB '� 3,15 TEMPORARY SLOPE DRAIN SD 0 __ 326 PAVED FLUME 8 3_18 OUTLET PROTECTION 0 gg 3_I9 RIP -RAP (W/ FILTER FABRIC UNDERLAY) O 3.20 ROCK CHECK DAM (CD �) 3.29 SURFACE ROUGHENING - (�) — �(® 3.31 TEMPORARY SEEDING (TS)_ ­*-S- 3.32 PERMANENT SEEDING 0 PS - -. -Q,- 3.35 MULCHING (�) - 01_ 0 ► (� " 4 � 11��� _ : ,DIG v , ,off ': 51 1 . k .+d... 3 ' 1 ty 1 ._.,. n Y d b v .� A r ': , � - , S��5; -\ O/V� U s e : R ®STATE ROUTE 742 ROADWORK HAS NOT BEEN INCLUDED ;' ` "" t; ' k -__ �- <�` j,� -- . E MODRF WITHIN THE TABULATI®NS PR®1/IDED ABOVE. � \� � \\\ � 3\ ��\\\ & k �„ \ �R� EVERY DIGGING JOB REQUIRES ACALL -EVEN _ \ \ \\ \\ &O \\\\ � \ \�� SMALL PROJECTS LIKE PLANTING TREES OR ::::� �'--� \\\\.\\\\ \\� �e SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY A--- _0\\\ \ \\\�\\\\�\\ ra` A \� i8 \\\ \ \\ LINE WHILE DIGGING, YOU CAN HARM YOURSELF F'' - \ \ \\ \ \_ _ __\\_\ _ OR THOSE AROUND YOU, DISRUPT SERVICE TO \ �J , \\\\\ \ \\ \ \ \� \ Z \ \\ --- AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RY \\ RESPONSIBLE FOR FINES AND REPAIR COSTS. 4� \\\ \ \\\--� \\ \� \\\\\�- �\ \ \ SMART DIGGING MEANS CALLYNG 811 BEFORE � \ \\\\�\\\ \\\\ \� \� \ \\\ \ \\\\\ \\- EACH JOB. WHETHER YOU ARE A HOMEOWNER OR®�a p 7 ®� �A /S A PROFESS lsl� A (YIl1 ��\\\\�\\\\\\\\\\\\��\��\��\\\\�\\ \- ` \ GETS YOURAUNDERGROUND UTILITYLLINES811 0 4� �\� \\oo�\\\�\\\ � ��\�o o�� \\ \ \ '� MARKED FOR FREE. SCALE: 1' =1, OCC' ��� \ ����\\\\\\\\ \\ \\ \ \ \\ \\\\\\ \\\\ — �� � —_ 41 \ \�\\ \ \ \\ \\\\__\\\ \ _\ � \ \ \- \ \ \\\\ ;-74 \ �� LEGEND �EA I® ��\o -- --\�����42 �� �\\�\\\\\ \\�\\\moo\\o\o���\\_\ ��\ - oo \ \ \ \ \\ - \ _ �—� �� 4 ^ ��\ �\ \ \ \ \\\ , \\� _ \\� \ \\\ \ \\ \ \\ \ \ \ \ \\� \.\ EXISTING PROPOSED DESCRIPTION ��\��S OF \����\���4300 ��o�\\�\\\�\\\\\\\\\\\\\�`\\\ \\\\\�\\\\\\��o �������\ ���\�\_Lj I LOD DS�7hPZ6ANCE \ _ _ __ _ _ �� _ --:—����\_�—�—���\moo \\� �\.\\�\\\\-\\\ o��-- \\�� \�:\�\�--\��� \�\� �\� ----���-� �� \\\ — —662— — --� j��® CONTOUR LNE \\ \\ \\ \ \ \ \\\\\\ --\ \ \ \ \ \�\\�_� �: —_-� \���� 4 4 S \����_�\\ \\\\�\\� \_� � � _o\\�\\\\\\� �\ �\ _� \o\\\ \�\�_ \\�_\\ \\_�\_\\� o� � � � - �\ � � o\ -- STORM DRAW �_\ \ \� ., \_ \-- \_\ a S O ` \\� \ \\ \\\\\\ , \�\\ \\ .�\\ \\ �- \ � \� \ _ \\ \\ \� \ ,\ �\ ,\_\ , \_\ . — \\ \ \� \\ PROPERTY LIMITS _ _ \\ �� �� _1—����\\�� ���:_�___�___��:� \\\\�\ o:\\\�. �- �-- _\\ \\\\ \�\�\\\\\\�_ \\\ \\� \\\ \\_��;-\����--� �\ � ��/-/� TREE LINE 19�� - — \�\ '� \ \\\\ \\ \\� \\\� \\ \\ �\ \\ \ \ \ \ \\ _\� �\ �\\� \\\ \\`\ \ \\ \ \\ \� � \\ � ZOMNG LIMITS \\\ \ \ 60 �_� \\ \\ \ \\ \ �\ \\ \ \�\������� �- -- �� \�\��\ \\ \\\\ \\ \\ \\ \� \\ ��\\\�� \\\\\�\\--\\\\�\\ �� �\\\��\\\\\\�\\\\\\\ � '�\\ 3 1 - � SOIL TYPE LIMITS �� �. ., \� ��-_�_ \ :\\�\\\ �\ --�\ \\\., \\\ \\\\� \\\\>_\ \\ \ �\\�\_\��\\::: � \�\ �..:\\-- \\\ \\\\\\\\�\\\' ,\ ��-.._ �; i ce.-\ \ \ \\ \ I \ \ �\ _ \ \ \ �\ ,_ \ DRAMA AREA LIMIT \ �\ <: 7 J � � \ �� ,�� � \ \\\\ �\ \\\\\ �\� \\\ �:\\\ �\\ \�\\\ \\� \\\�\ �\\\ � ��\ �\\ \\\ \\\ � o� �\� \\\ � \__ \\ - \\�\o��Z�\ � ; � \ � J% STEM SLOPE -PRESERVED \I v \VA _ \ \\ \ \ \ \ \ �\'` SOLfdCE ALBEMARLE CO. \ \ \ \ �_.� / $07\. p 0 — — — _ _ _ \\\ \\\ . \\� \ \„ \\� - , \ - \ \ \ ._ \ \\\ \ - \\ _�\ \ �_ � _� \ _�� � � _ � \ GIS SI-P FILE) r \ \\\ \\\ ,\\ \\\ �\ \__\\ \\ \_\ \ \ \ \ \ \ 1 \ \ \ DISPOSAL OF SEDIMENT. (� a \ %\ \\� \� �� \\ \\��\ �� �__ \�, \� ���� \�� �\\� �\�\ \\\ \� \\ �� \\ � � �- '�- \\ "\\ \ \ } 1 1 III ` I \� -" -/ \\ \-_ \\\ NOTE SEDIMENT REMOVED FROM SILT FENCE, INLET �' \ \ \ \ \\��`\ ���� -- - \\ �\\� \--- \� \\\ ��\, \��\ \\ \ � \\ \\ \ \ } I 1 ; I I I j I I I ' \ - \ - -' \ \\\ - \ PROTECTION AND SEDIMENT BASIN, ETC. DURING THE � ---- - \\ \ \\ \\\ \\ \ \ I \ \ \� i \ \ \ 1 i \ I \ \, \ \ \\ \�� \\ \\\ \\� \\\� \\\\ \\� _\\ \�\ \� \\\ \\\ \\\ "\\\`\\ �\ \ \ 1 } I I I I III \ \ \ /� \ \ \ COURSE OF CONSTRUCTION, SHALL BE PLACED ON THE I ell\ \\:\\\\\\�\\ \\ \o \ \\\ \,\\\\� \1\}1 lI II,I I�I I,I ��� \\ ice\- �,- --� \ / \ \ \ TOPSOIL STOCKPILE AND RESPREAD AT THE END OF �� \ \ \\ -�'-' -� �\ \_\\ �\ \\ \\\ \\\ \\ \\\ \\\` \\\ 11 1 I I I I 1 I I I L I I I I I `� ' '-1 \ \\ \ - �i"' \ _ �\ o \\ \ THE PROJECT, SEDIMENT REMOVED FROM THESE ITEMS \�\\\\\ \\\\ \\ \ \\\\ 1I IIII I,II I I\\\ \\\\ �r\\ \\.\�, I \ - I I I III I I I I I I \ \ \ / _ \ \ AFTER THE SITE NAS BEEN SEEDED, SHALL BE HAULED 1 \ \� \\. \\ \\\ \\\ \\,\\\ \- - 1 I I I I I ( \ '_ \ \ � 1 -- -\ \ \ -� \ \ \ �\ \ \\ '� I I I I \ \ \ \ \ - - \ OFF SITE AND DISPOSED OF AT AN APPROVED, 1 I \\ �� \\\\\ \\\o oo\oo ��\ 11 ! 1 I I I I I j I I I I I' I I I I I \\ \} �. \ I � I I I I I I I I I I I I I i I � � �\ \ \ ` \ \ \ \\ \\ %I% _ �__ � - - _ �\ �'� LISCENSED SPOIL AREA THAT IS W FULL COMPLIANCE I I I \ \ _j � \ _ \ �\ \\\\ 1\ 1 I i 1 I I i I I 1 I III I I III III I III I i I \\ \ \\ o o \\ \ ` \ \ - _ _ \\ \ I WITH THE NPDES REGULATIONS, CONTRACTOR. IS 1 1 x / \\ti�I�� l(I II I I I Ii.I` I.I IIILIII I III I�\'-\\ \\\\\.\' \� \\\_- �\ \ -- \ I I I I \ \\ \ gr '_� '_� �o��\������oo�\o�\\�I���` �'o��'\I:o\��o \\o\ \\\\\\ \ \\ ��I \ -- \ \ _ \ _ \ \ RESPONSIBLE FOR OBTAINING ANY APPROVALS I I I I I \ \ , q��_ \ \ �� �\\\�\\��\\\ \� �\�� \� <�_ \\ ��\\\ ��\� � \ �\\ \\ \\ \\ \\ �Ih -_ � \ � - _ - ' \ PESSARY TO ALLOW FOR THE DISPOSAL OF THIS III I I \ - Zone m, O y\\ � �\� \\ �\ \\ \\ �\ \�\�� \ � \\ \ �\ \\ \ rI \ \ \, \ MATERIAL IF HAULED OFF -SITE. I I I I I I \ \ 20' No -Disturbance l \ \\\ \\\\ \\\\` \\\\\\�\ �\oo �\\\\\\\ �\\\\�\ \\\ ll��� \ \ \ __1 MATERIAL \ �\ \\ I \ \ \\�-- \ PB. 5471 , G CONVERT STRUCTURE TO FINAL CONFIGURATIO \ \ \\ \\ \\ �\ Z\ _ _ \� \\` \\ \ \\\\-- \ )N \ - T® I I I 1 I I I \ \ PB. 4137, PG. 332 / \ \ \\ \\\ \� \\ \\ ��� — \\\ \\\ \ \ "\ \ ) -J� ��� �_ --\ \ I I I I I I I - \ \ / FOLLOWING SITE STABILIZATION (SEE DETAIL \ \\ \\\ �� �� \ \ \ \ \ \\\ \\ \ \ \ \'� //r - \ \ � -\\ \\\ \\\ \\\ \\\ \\\\\ \\ �� \\\\ //, -I - �- ; --- AL s I I I I I I I I 4 � \ \ \ WITHIN DRY POND SECTION SHEET) \ \� '\\\\ \\o \\\\ \\\\ \ \ \ \ �\\ \\ \\ \ \ � \ \ x 1( _ � - - - \� ` FOR I I j I j I � I I - _ _ � \ - 1\ ,- "M\�'"�\." \ \ \ \ \ \ , �\\ . \ , � 1\\ \ . \ \ � -- ALL NOTE, I �\\ \ — — \ M�� / ' 4 I/ \ \ \\\ \\ ETC.- I EMERGENCY \ \ \\\\ \\\\\\\\\\ \\\\ \\\\ \\ \ \ \ \ \ \ \ �\ _ ` \ ` \ \ \\ \ f — �� ✓�1 1111 i I \ \ \\ I i I SPILLWAY \\\\\\\\ \\\\\o\\\��\\\��\\\��\\o\\ \\ \ \ \\ \ i I I I _ I (SEE DETAIL) I \ \\ \ \ \ \ ( - _ ; , \ \ \ \ , \ SF � F \ 1 47 _ \ \ TREES TO REMAIN - \ \ \ \\ \ �% _ \ \ \\ --�' '-� SITE DISCHARGES TO MOORES I r I I .... 0 470 _ \ \ \ ��� \ \ \ \ \ \ \ CREEK AT ±478 FT r� 472 \ - 2 470 .. : , \\ \ CONTRACTOR TO \\ \ \ \)i( \ \ \ \ \I \ - \ A13_.:.: I =...-'• ...::.....PS :..:.- • OPS*\ \\\ .PROTECT \\\ �(� \ \ \ \ \� 1 1 11, I I . .\ IP 4 .. . '� '�-PROVIDE • . t \\ \( // \ R :. 1 : •. 8 \ \ E NOSTP.UCTION \\\ I��, - - �o I I R r€ • ` THICK OUTFALL PROVIDE 1,5' THICK 4 ..\ PS 7 0\ \\ \\ � \\ /� , I 1 1 , I I � I . ... P 4 5 0 ' \ • \\` �' \� � \\\ \\� \ \\ \\ �. �� _ _� �� TRANSITION FLUME FRO I . , ®:. . (RE STORM PS OUTFALL (RE :::. " :. 6.., 466 TORMWATER \\\ \\\\ \\\\\ \\\\ \ \\\� \\ — _ \ DETAILS) 0 STORM DETAILS) PS. 467 468 :'. S S \ \\\,\ \ \' \\ \ \ \ , -- —_ _ \ � 1 o �� \ 31 SIDES TO 81 OVER, \ S . .' 469 \ \ \ \ \\ \\\ \� \ �: OUTFALL - \ \ \ \\\\ \\\\\ \\\\ \ \\ 13' (SEE DETAIL) F . \ \ \� A�? 472 \\•.: 470 \\ \\\ \ \ \ \\ \ \ T __ \ I I \ 1.— \\\ \ \\\\ \\\\ \ \ _ __ \ �\ \ I I I I \ \ \ ®\ \ \ \ LONG 78 29 27.7 W \\\\\\ \ \\\\\\\\\\ \\\\1 \ \ � I I I \ \ \ . \ • ROVIDE I.5' THICK \ \\ \\\ \ \\ \ \\\ \ I \ \ \ \\ \ �.. . OUTFALL (RE FLOWS TO \\ \\\ \\\\ \ \\ — �\ \ I I � I I I I I \ \ \ 473 .. •� 6.. I - ..a. \ \ \ \\ \ — I I I I I I \ \ \ - STORM DETAILS) MOORES CREEK I \ \\ \\\\ \ \ ���\\ \ I I \ \ \ \ - - - 4 Z2 - - -. 3 \•. l APPROXIMATELY \\\\ \\\\ \\ _ I I I I �. s:... \_,� I \\ ,; \ \ I I % \ \ ... :.: \�... 478 FEET \\\\\\\\\ _\ _ --\ \ I % i \ \ \ 470 • \ ..... NORTHWEST t \ \ 1h � � \ \ I I ( I 1 ( 11 I \ \ \ .. .. \ HUC,020802040402 \ - �\ \\ I \ 4 I I I I I I I \ \ p ... '.:.. \ ® 4j3 472 4 • .:. 1;1 \ \ : 6 \. 9 RR 9� I I I I I I , PS \ �j INSTALL POND OUTFACE PIPE (RE \ \ R I III I III \ \ .. \ \ \ _ - l \ _ \j - o GRADING is DRAINAGE PLAN)) \ \- � \ q OVIDE 2' THICK I I I I \ \ \ M I �_ I'll\ \ OUTFALL (RE: i I I I I I I II \ \ \ \\ \ _ ` .:\\ ..: ` \\ \ \\ \ STORM DETAILS) I I I I I \ \ \ \ I _ :� \ \ I I � II I I I II I \ \\ 474 \ _ 1 i \ I \ /I jIII I I \ II III \\ \\ \ CO I I I I \ / EROSION CONTROL NOTES. 8. GENERAL CONTRACTOR SHALL COMPLY WITH ALL 15. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING I '� I I I \ \ __ I I 1 STATE AND LOCAL ORDINANCES THAT APPLY. (REF. THAT TRACK OUT TO ADJACENT ROADWAYS DOES NOT I I I I \ \ \ ' '_� I 1 I I ' VESCH, 1992) OCCUR. CONTRACTOR SHALL PROVIDE WHEEL WASH, I I � I I II I I I I I \ \ \ � a-- � � \ \ � I i � I. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE I I \ \ \ \ \ I I / � UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY IF REQUIRED, TO PREVENT TRACK OUT. PAVED I I I I I \ \ \ I / ALBEMARLE COUNTY. 9. ADDITIONAL EROSION AND SEDIMENT CONTROL CONSTRUCTION ENTRANCE WITH WASH RACK IS REQUIRED 1I I I I I I I \ I S \ \ \ \ ° \ / MEASURES WILL BE INSTALLED AS DEEMED NECESSARY (REF. PCE DETAIL) I I I I I I I I I \ "\ \ p r \ / 2, THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE BY SITE INSPECTIONS. I I ® 4 / 16. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD I \ \ PS TO THE APPROVED NPDES SWPPP DRAWINGS DURING I�` I I II I I I \ F \ \ \\ \ 11 / . I (50' Ex. Shared Driveway EasenECONSTRUCTION OPERATIONS. 10, IF INSTALLATION OF STORM DRAINAGE SYSTEM LONGER THAN 30 DAYS. (REF, VESCH, 1992) � I I I I I I I \ \ \\ \4/'5\ \ I I (To be abandoned) SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, ' I I \ \ _ \ \ 1 . I PB. 3471, PG. 411 THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 17. NO UNPROTECTED DISTURBED AREA SHALL DRAIN TO I I I I 0 \ \-- \\ \ \ PB. 4137, PG. 332 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ROADWAY PAVEMENTS SUCH THAT THE SUBBASE, BASE N/E I I I I I I I I \ \\ \_ \\ ` I \ ALL PHASE I AND PERIMETER SEDIMENT CONTROL II GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO OR WEARING SURFACE ARE CONTAMINATED BY SILT o n Holdings, L I I III I \ _--__� \ \ \ v I MEASURES HAVE BEEN INSTALLED, AND CONTRACTOR TAKE WHATEVER MEANS NECESSARY TO ESTABLISH TRAPPED AT LOW POINTS OR INLETS. e o\_ o -0 0\0 0 010 E o I I I I I I I \ I E R\ \ \ \ \ HA5 RECEIVED A GRADING PERMIT FROM ALBEMARLE \ . \ PERMANENT SOIL STABILIZATION, (REF, VESCH, 1992, STD, � Zone: P D-S C III I I I I _ \ \ \ \\ \ \ \ COUNTY, VIRGINIA EROSION AND SEDIMENT CONTROL SPEC. 3,32) 18. ALL UTILITY TRENCHES LOCATED OUTSIDE PAVED I I \ COLLILON Use: vacant \ - \ \ \ \ \ \ \ %\ HANDBOOK STANDARDS AND SPECIFICATIONS, 3RD EDITION, AREAS ARE TO BE SEEDED AND MULCHED WITHIN 30 I iI I II i I \\ \\ PFt0T0 1S6 \\ '_�' "I \\ \\ \\ \\ 1992, APPLIES TO THIS PROJECT. 12. SEDIMENT SHALL BE REMOVED FROM SEDIMENT FENCE DAYS AFTER COMPLETION OF BACKFILL. I I 16,635 S.F. \1 \ WHEN IT IS 25% FULL, (REF, VESCH, 1992, STD, � SPEC. III I III \\ \\ \ \ \ I 4. ALL EXPOSED AREAS SHALL STABILIZED OR 3.05) 19. TEMPORARY CONTROL ITEMS SUCH AS EARTH BERMS, -7 \ \ I • SEEDED IMMEDIATELY WHEN GRADING OR EXCAVATING I I I I I I I \ FEE 475 5 ® \ DIVERSION DIKES AND SEDIMENT BASINS ARE TO BE \ ACTIVITIES HAVE PERMANENTLY CEASED. (REF, VESCH, �-)I I I � / 1992) 13, SEDIMENT REMOVED FROM SILT FENCE AND OTHER MULCHED AND SEEDED WITHIN ONE WEEK AFTER ) I 4 20' Utii ty�& Drainage _� / IX I TILITY POLE SHALL BMP DEVICES DURING THE COURSE OF CONSTRUCTION GRADING. (REF. VESCH, 1992, STD, � SPEC. 3.31) % I PB. Ea se nt 4t 1 \ // II I !4 BE RELOCATED, RE:SHALL BE PLACED ON THE TOPSOIL STOCKPILE AND � o \ I __' / ROADWAY PLANS BY 5• SHOULD GRADING OR EXCAVATION CONSTRUCTION __ \ \ \ � / / / / 1 OTHERS STOP FOR LONGER THAN 7 DAYS, THE SITE SHALL BE RESPREAD AT THE END OF THE PROJECT. ANY MATERIAL 20. A COPY OF THE APPROVED DEVELOPMENT PLAN \ � • \ ( / / / I PS. .1 SEEDED AS SPECIFIED, (REF, VESCH, 1992, STD. is SPEC, NOT NEEDED TO COMPLETE STABILIZATION OF THE AND EROSION AND SEDIMENT CONTROL PLAN SHALL BE \\ 1q 1b .: 473 I I 1 ,340.03 33U ICOENSED, SPOIL AREA THAT ISINFULL COMPLIANCE APPROVED, BUILDING PERMIT CONDITION CONSTRUCTION OPERATIONS. POB AN D 1 .. b� PS 474 472 � E 1 1,485,707.7 _--) ... /. j PS � / __ ' _ � , •• � • �I I 1 471 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL WITH NPDES REGULATIONS. ' - - - _ —�— S SF F F BE INSPECTED AT LEAST ONCE EVERY FOUR (4) F - - BUSINESS DAYS OR ONCE EVERY (5) BUSINESS DAYS AND 14. THE CONTRACTOR SHALL LOCATE THE FOLLOWING ON r - - - - _ PP NJ\_ _ ITHI THE SWPPP PLAN MAINTAINED ONSITE, CONCRETE �- --- \ \ ` - J r- - - - - = SIGN -_._-- - - \ W N 48 HOURS F 25 I CNE RAINFALL OR GREATER WASHOUT LOCATION, TOPSOIL STOCKPILE - ----- -- 0 0 N S \ - ( - - - - - `�_ _ - _ - - - - _ _ _ _ - _ o_ o o _ - _ DURING A -H PERIOD, ALL MAINTENANCE REQUIRED LOCATION, SANITARY FACILITIES, SOLID _ - I 24 OUR REQ _ \ � _. - ; _ - - _ _____ _ _ _ \ \ .... _ _ - BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND WASTE RECEPTACLES, AND FUEL �-�- - --_ X __--- - a_� - ------ BE COMPLETED WITHIN 48 HOURS OF REPORT. (REF. STORAGE AREA, AS APPLICABLE, (REF, RE : OAF SITE ROAD VPDES CGP VARIO PART I /B.4,(D)I,)' \ \ \----�" � AV ` STREET E EN SI ON S. 742 _.__ _ _.F . --- =",- ------ -- SWPPP BOOKLET, SEC. 6, SWPPP EXHIBIT) / N 3,8 �\125.38 / / (60 Fe Publig Right�Of-Way)(DB. 429; PG. 219) - IMPROVEMENT PLANS i / / / / / 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. E 1Y 85,572.24 '� / / / -' _ ' (BY OTHERS) IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY r- - - - - - - - � r - - c - - - - - - M ��_:_ TO TAKE ALL NECESSARY PRECAUTIONS TO PREVENT ° 30 �o _ \ _ � — — r gas sD6 sob --- sob- — -- sob ---- s�6 ---- so6-- —SD6 Sp6 \ 6- = SEDIMENT FROM LEAVING THE SITE. SCALE P - 30' a / _____ oh \ _\ ----_ _ r Willoughby Pr Associa C/0 Real P PID: 076M2 F DB. 381 • \ /J;, �/vq > Z o n E ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.58 ON -SITE DISTURBED AREA 1.70 OFF -SITE DISTURBED AREA 0.20 TOTAL DISTURBED AREA 1•90V IMPERVIOUS AREA AT COMPLETION (ON-SM ONLY) 122 PERVIOUS/ SEEDED AREA AT COMPLETION (O*VM °IY.Y) 318 1-0 (b 0-1 O (Drn U '__ = CV N ';:� Q) Q -c- r, C O 0., � C= O U (f) _��N (D U \,0 C �) (-)'\ zO Q) CD W �P.g TH ,$. I- /� o CF11 LE G ; C' 6014 G� ' 0NAL E� c` a q , . m O i, W f CC - ii r D • >t ' . i' 7777= ■M.■ SCALE DRAWING Albemarle County Design Standards Ei0aru1a1 - Engineering a i ......._..._..__.. y •UIM PRQFI F US UXTLI11D 1 DF EI P ." - PLAIN ✓x�si'�r g'€;4 �rc`�"'if f..'.4.,'sir.'%.E-'a?g'aLFf..,��;.i N,te.,' - SFCTION A -A A mitirrnnta 4w:itL°r flip L f t utch rnu t b,. Br blie'd with a 1id1winnt t inch baucocl, st ut aft %,LiM�upphbia! 1 Wa °Ar lw e with iI dr.€rnetet C41 < R1ei1a 1`01 <Tatcetntlte t c_cnut1 1a t t�, 1 � �i€ �.�-!i � T (Ia •-1 e 1 ' •<r sE 1 iE Gz, 1. ap4alc�vett ;eulara;ire,1 tc, I'autn�°e r.atlirrt�nt .kil-•kt�is�att :.haU ix_ I>re��elr."t��i frtrral enir<riri!> sttarru <It;aitls. <li#=:hey nr o'y;it�rennrs�a. PAVED WASH RACK 1992 Pago 3 or23 TABLE 3.02-A CONSTRUCTION SPECIFICATIONS FOR FILTER CLOTH UNDERLINER Light -Duty Ileavy-Duty Fabric Entrance" Entrance3 'rest Propertiest (Graded Subgzade,) fRoLiZh Graded) Method Grab 'Tensile Strength (lbs.) 200 220 ASTM D1682 Elongation at Failure (%) 50 220 ASTM D1682 Mullen Hurst Strength (lbs.) 190 430 ASTM D3786 Puncture Strength AS'r4I D751 (lbs.) 40 125 (modified) Equivalent Opening U.S. Standard Size (mm) 40-80 40-80 Sieve CW-02215 t Fabrics not meeting these specifications may be used only when design procedure and supporting documentation are supplied to determine aggregate depth and fabric strength. 2 Li lit Duty Entrant : Sites that have been graded to subgrade and where most travel would be single axle vehicles and an occasional multi -axle truck_ Examples of fabrics which can be used are: Trevira Spuribond 1115, hlirafr 100X, Typar 3401, or equivalent. 3 Heavy° Duty Entrance: Sites with only rough grading and where .most travel would be multi axle vehicles. Examples of fabrics which can be used are: Trevira Spuribond 1135, Mirafi 600X, or equivalent. Source: Virginia Highway and Transportation Research Council (VfiTRC) Ill- 10 1992 Lr 0 l.; J 1 C>'�.� lit ill ,r Sr�J,.sr...t l- Y 1.Jt ..L %I I.iN .t t (.iS 1 7 t r_.__.. CUOo ROLE` rvSr t4 /�tJ7`�t _. 7` lc r WIRE' 13CW EN -- N •nAT_rz f f '-dill hE.Nrlll......... �ll: �I :hTNF- S(.E kQ:N 1 1t SPECIAL A11I1[AC1i'I0 'IHI ME"P tOU OF IIdII I PROT1,.:C'I'ION IS APPLICABLE ABLE 1r CrURIB E FI I I:> 'rant P f.' AN OVFJ I t OW CAP tDIi11'Y IS TO PREY N't' EXCESSIVE PONDING IN F RON'T of THE. S`t UC"I'CRE. ' (;€it1Fd..�IIAt;t. Car, GDOT ti, (i;a7 flit ry5 C(AR E AC;C.hI,t;A•rE Source: Va. DSWC 1I1 - 45 3.02 3.07 Plate 3.07-8 1992 3.20 I=L O CIS CHECK Dl jiI 2 ACRES OR C,F'SS OF DRAINAGE AREA: f r FILTER CLOTH (DOWNSTREAM VIEW) VDOT i# 1 .__, COARSE AGGREGAT(.: - FLOWA It �F r- 2-10 ACRES OF [)RAINIAGE AREA: - �_ -i 3 FELIE GtoTlt _ (DOWNS`PPEAM VIEW) COARSE: AGGRF. 'G.A't'E' s FLOW r ar Source: Va. DSWC Ill- '187 Plate 3.20-1 1992 3 ?0 3. The center of the check dam must he at least 6 inches lower than the outer ed ems. Field experience has shown that many dams are not constructed to promote this "weir" effect. Stormwater flows are then forced to the stone -soil interface, thereby Promoting scoter at that point and subsequent failure of the structure to perform its intended function. 4. For added stability, the base of the check dam can be keyed into the soil approximately 6 inches. 5. The maximum spacing between the darns should be such that the toe of the upstream dam is at the same elevation as the top of the downstream dam (see Plate 3.20-2). 6. Stone should be placed according to the configuration in Plate 3.20-1. Hand or mechanical placement will be necessary to achieve complete coverage of the ditch or swale and to insure that the center Of the dam is lower than the edges, 7. Filter cloth may be used under the stone to provide a stable foundation and to facilitate the removal of the stone. See Std. and Spec. 3.19, RIPRAP, for required physical properties of the filter cloth. Sediment Removal Sediment should be remove(] from behind the check dams when it has accumulated to one half of the original height of the dam. 1 A CI��# G Ll L'. 7 Y'Y' ESE T � ��L'' l.yl� t�. t iV.t ti� L IVE DISTANCE SUCFI 'FfIA't I'OIN'I'S A AND ET ARE OF EQUAL ELEVATION Source: Va. DSWC III - 188 Plate 3.20-2 1992 3.20 Removal of Practice Unless they will be incorporated into a permanent stormwate-r management control, check darns must be removed when their useful life has been completed. In temporary ditches and swales, check dams should be removed and the ditch filled in when they are no longer needed, In p r a rnent structures, check dams should be removed when a perru vent lining Can be installed. Ira the case of grass -lined ditches, check clans should be removed when the grass has matured sufficiently to protect the ditch or swale. The area beneath the check dams should be seeded and mulched immediately after they are removed. The use of filter cloth underneath the stone will make the removal of the stone easier. Maintenance Check dams should be checked for sediment accumulation, fter each runoff -producing storm event. Sediment t should be removed when it reaches one half of the original height of the measure. Regular inspections should be made to insure that the center of the dam is lower than the edges. Erosion caused by high flows around the edges of the darn should he corrected immediately. III - 189 1992 3,09 Height The minimum allowable height measured from the upslope side of the dike is 18 inches (see Plate 3.09-1). TEMPORARY DIVERSION DIKE C:eamnartc:er Sent Source: Va. DSWC Plate 3.09-1 Side Slopes Ik:1 or flatter, along with a minimum base width of 4.5 feet (see Plate 3.09-1). Grade The channel bind h i e be the dike shall have a positive grade to a stabilized outlet. If the channel slope is less than or equal to 2%, no stabilization is required. If the slope is greater than 2%, the channel shall be stabilized in accordance with Std. & Spec. 3.17, STORMWATER CONVEYANCE CHANNEL. Outlet 1, The diverted runoff, if free of sediment, must be released through a stabilized outlet or channel. III - 54 1992 3.09 2. Sediment -laden runoff must be diverted and released through a sediment -trapping facility such as a TEMPORARY SEDIMENT TRAP (Std. & Spec. 3.13) or TEMPORARY SF.,DIMENT BASIN (Std. & Spec. 3.14). Construction Specifications 1, Temporary diversion dikes must be installed as a first step in the land -disturbing activity and must be functional prior to upslope land disturbance. 2. The dike should be adequately compacted to prevent failure. 3. Temporary or permanent seeding and mulCli shall be applied to the dike immediately following its construction. 4. The dike should be located to minimize damages by construction operations and traffic. Maintenance The measure shall be inspected after every storm and repairs made to the dike, flow v weeks, channel, outlet or sediment trapping facility, as necessary. Once every two ee s, whether a storm event has occurred or not, the measure shall be inspected and repairs made if needed. Damages caused by construction traffic or other activity must be repaired before the end of each working day, 1992 I1I - 55 3.15 .. _.._..__� 1 TE JUPORARY SLOPS DRALIV € EARTHEN DIKE PROVIDE INLET (COMPAC I`?))-- PR0TF.C7T10N -; CORRUr (TAD nErAL E % WATERPROOF SEAL- ,�. p 1 '1 I 10­ -- PROVIDE or;TLEr / >„. ; Pf29'rF.C'r1TJN �� STANDARD FLARED END SECTION- -� i ll, MIT Lu SECTION VIE4tE � 1 NOTEc SEDIMENT MAY BE CONTROLLED A'r ODTLE'r IF UPLAND PONDIN€; S WILL CREATE PROBLEMS i i E ARMIEN DIKE-__ (COMPACTED) 3, I 1 W i Y I�='P• 1 f) n rs„ 1 _..._.......... ........ I ll� - I iEil'l l[El!�l[11f1M111111 ,lil _E_�I.IIll=1111.1-'IIIIII I : SECTION A - A Source: Va. DSWC Ill- '120 Plate 3.15-1 1992 3.05 TABLE 3.05-B PHYSICAL PROPERTIES OF FILTER FABRIC IN SILT FENCE Physical Property Test Requirements Filtering Efficiency ASTM 5141 7M�c (minimum) Tensile Strength at VTM-52 Extra Strength - 20%a (max-) Elongation* 501bs./linear inch (minimum) Standard Strength - 30lbs./linearinch (minimum) Flow Rate ASTM 5141 0.2 gal./sq.ft./ minute (minimum) Ultraviolet Radiation ASTM-G-26 90%rr (minimum) Stability Vo * Requirements reduced by 50% after six months of installation. Source: VITfRC 4. If steel posts (standard "U" or'"I"' section) are utilized for silt fence construction, they must have a minimum weight of 1.33 pounds per Ifi ear foot and shall have a minimum length of 5 feet. 5 Wire fence reinforcement for silt fences using standard -strength filter cloth shall be a minimum of 14 gauge and shall have a maximum rrresh spacing of. 6 inches. Installation 1.. The height of a silt fence shall be a minimum of 16 inches above the original ground surface arid shall not exceed 34 inches above ground elevation. II1 - 22 1992 3.05 2. The filter fabric shall be purchased in a continuous roll cut to the length of the barrier to avoid the use of joints. When joints are unavoidable, filter cloth shall be spliced together only at a support post, with a minimum 6-inch overlap, and securely sealed. 3. A trench shall be excavated approximately 4-inches wide and 4-inches deep on the upslope side of the proposed location of the measure. 4. When wire sunuort is used, standard -strength filter cloth may be used. Posts for this type of installation .shall be placed a maximum of 10-feet aLiart (see Plate 3.05-1), The wire mesh fence must be fastened securely to the upslope side of the posts using heavy duty wire staples at least one inch long, tie wires or hog rings. The wire shall extend into the trench a minimum of two incites and shall not extend more than 34 inches above the original ground surface.. The standard -strength fabric shall be stapled or wired to the wire fence, and 8 inches of the fabric shall be extended into the trench. The fabric shall not be stapled to existing trees. 5. When wire support is not used, extra -strength filter cloth shall be used. Posts for this type of fabric shall be placed a maximum of 6-feet apart (see Plate 3.05-2). The filter fabric shall be fastened securely to the upslope side of the posts using one if long (minimum) heavy-duty wire staples or tie wires and eight inches of the fabric shall e extended u b e to ided into the trench. The fabric frail n xi shall of be stapled to stingy trees. This method of installation has been found to be inure commonplace than #4. 6. If a silt fence is to be constructed across a ditch line or Swale, the measure must be of sufficient length to eliminate endfiow, and the plan configuration shall resemble an arc or horseshoe with the ends oriented upslope (see Plate 3.05-2). _ tx ra-strength filter fabric shall be used for this application with a m<Lximum 3-foot s acin of tp strs. All other installation requirements noted in #5 apply, 7. The 4-inch by 4-inch trench shall be backfilled and the soil compacted over the filter fabric. 8. Sil t t fences shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. III - 23 1992 CO,Na STR UCTION OF A SILT FENCE. (TY-ITH TVIRL' SCfPPORY) 1. 'SET RO S AP40 EXCA,WE n 4 >4" 2. STAPLE WIRE FENCING TO THE POSTS, TRENCH GrSLOPE ALONG THE JNE OF POETS. t I > hill FLQiY' =3-TEE V �.• 3, ATTA`H niE .LITER FABRIC TO THE: 'HIRE FENCE AND EXTEND ET INTO THE TRENCH. FLOW 4. BACKFU AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC lhpD W3RE. INTO THE. -TRENCH, �.i1aiJST(, FI I"RI{ ill]`. ii ll -1 IRE Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant 111 - 24 3.05 Plate 3.05-1 1992 3.05 Maintenance L Silt fences shall be inspected immediately after each rainfall and at least daily during prolonged rainfall- Any required repairs shall be made immediately. 2. Close attention shall be paid to the repair of damaged silt fence resulting from end runs and undercutting. 3. Should the fabric on a silt fence decompose or become ineffective prior to the end of the expected usable life and the barrier still be necessary, the fabric shall be replaced promptly. 4. Sediment deposits should be removed after each storm event. 'They must be removed when deposits reach approximately one-half the height of the barrier. 5. Any sediment deposits remaining in place after the silt fence is no longer required shall be dressed to conform with the existing grade, prepared and seeded. III - 26 EACH LIFT OF THE FILL IS COMPACTED, BUT THE OUTER FACE Of THE SLOPE IS ALLOWED TO REMAIN LOOSE SO THAT THE ROCKS, CLODS, ETC- REACH THE NATURAL ANGLE OF REPOSE. FILL SLOPE 'R Source: Va. DSWC Plate 3 29-3 K DOZER 'TREADS CREATE GROOVE'S PERPENDICULAR To THE SLOPE. Source: Michigan Soil Erosion and Sedimentation Gt1iL Ill - 278 Plate 3,29-4 U O U (D� Q > C3 Q g O 0, oU to T- � � CV co 0 (D U) �p 00 of cq O� o (D QD W _ r i A i. 1 f i' 1992 3.O1 STD & SPEC 3.01 SAFETY FENCE SAF Definition A protective barrier installed to prevent access to an erosion control measure. Purpose To prohibit the undesirable use of an erosion control measure by the public. Conditions Where Practic�s Applicable to any control measure or series of measures which can be considered unsafe by virtue of potential for access by the public. 1992 TABLE 3.01-A PHYSICAL PROPERTIES OF PIASTIC SAFETY FENCE Physical Property Test Requirements Recommended color N/A "International" orange Tensile yield ASTM D638 Average 2000 lbs. per 4 ft. width Ultimate tensile ASTM D638 Average 2900 lbs- strengttl per 4 ft width Elongation at break(%) ASTM D638 Greater than '1000Er: Chemical resistance N/A Inert to most chemicals and acids 3.01 Source: Coned Plastics 6. Metal or 'chain -link" fence should be Used when a potentially dangerous control measure will remain in place permanently, such as a stormwater detention or retention basin (see Plate 3.01-1). However, they may also be used for measures which will only serve a temporary function, at the discretion of those responsible for project safety. The metal fiance must meet the following physical requirements: a. Fabric shall be zinc -coated steel, 2-inch mesh, 9-gauge, minimum. b. Zinc coating shall have a minimum weight of 1.8 ounces per square foot. C. Posts shall be steel pipe, zinc -coated. d. Top nails shall be steel pipe, zinc -coated. e. Braces shall be made of zinc -coated steel. L Gates shall be single or double swing, zinc -coated steel. They shall be a minimum of 12-feet wide. III -3 1992 3.01 Construction i i i n ' Tl Olin accessible. installedTier to the E&S measure becoming a 1. Safety fences mast be Yp g 2. The polyethylene web of the plastic safety fence shall be secured to a conventional metal '"P' or "U" post driven into the ground to a minimum depth of 18 inches-, posts should be spaced at 6-foot centers. See "perspective" view in Plate 3.01-1. 3. The metal safety fence shall be installed as per the following procedure: a. Line posts shall be placed at intervals of 10 feet measured from center to center of adjacent posts. In determining the post spacing, measurement will be made parallel with the ground surface. See "perspective" view in Plate 3.01-1. b. Posts will be set in concrete and backfilled or anchored by other acceptable means. c. Posts set in the tops of concrete walls shall be grouted into preformed holes to a minimum depth of 12 inches. d. All corner posts, end posts, gate posts, and pull posts shall be embedded, braced, and trussed as shown in the "Standard Fence - Chain Link" detail found in the latest version of the Virginia Department of "Transportation (VDOT) Road and Bridge Standards. e. Fencing fabric shall not be stretched until at least 4 days after the posts are grouted into walls or .14 days after the posts are set into concrete. f. The fabric shall be stretched taut and securely fastened, by means of tie clips, to the posts at 'intervals not exceeding 15 inches and to the top rails or tension wires at intervals not exceeding 2 feet. Care shall be taken to equalize the tension on each side of each post. 4. Applicable warning signs noting hazardous conditions must be installed immediately upon installation of safety fence. Maintenance 1. Safety fence shall be checked regularly for weather -related or other damage. Any necessary repairs must be made immediately. 2. Care should be taken to secure all access points (gates) at the end of each working day. All locking devices must be repaired or replaced as necessary. 111 - 4 1.992 3.14 S E DIAIFNT BASIN SCIIEMA TI C EL E VA TIONS CREST OF EMERGENCY r SPILLWAY DESIGN HIGH WATER ,(25-YR. STORM ELEV.) F-�'--------- J- ------ RISER CREST 67 C.Y./ AC. ► REYtATERl PIG " DRY ' STORAGE DEACE 67 C.Y./ AC. ' WET " STORAGE .. ' itut# t!;,111, Po „tTr n SEDIMENT CLEANGUr Pooll ._........_....� (" WET - STORAGE REWCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 2.0ll r MIN. 3.0` 0.5`� MIN, r.o' 67 C.Y.1 AC. .. STORAGE " DRY ' s E T� _ . RISER CREST 67 C.S./ AC.e-- " .v7Er " STORAGE .- .. ... -.: DEWATERRIG DEVICE Tfl'; Ir a a� SEDIMENT CLEANOUT POINT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) 1992 3.18 PAVED CHANNEL OUTLET 5'X5' CLASS Al RIPRAP (RE{VDOT 113.01 STORM DETAILS SHEET) 3{1 �13 FT 8`1 PAVED CHANNEL TRANSITION RIPRAP APRON RECEIVING - --- EL RECOMMENDED FOR ENTIRE: PERmETER NOTES: L RIPR,AP APRON REDUCES THE FLOW VELOCITY BELOW THE PER VELOCITY OF THE NATURAL RECEIVING CHANNEL. 2. TRANSITION SIDE DIVERGENCE IS I IN 3F, WHERE V F = FROUDE NUMBER grl� WHERE V = VELOCITY AT THE BEGINING OF THE TRANSITION d = DEPTH OF FLOW AT THEF3EGINIC`iG OF THE TRANSITION g = 32.2 It./seC2 Source: Va. DSWC Plate 3.14-2 Source: Va. DSWC III - 83 1,992 Plate 3.18-2 III - 159 1992 TABLE 3.19-C GRADED RIPRAP - WEIGHT ANALYSIS Riprap Weight Requirements for ClasslTvue Ranges (tbs. l Stone 141ixrirre Class Al 25-75 Max. 10% > 75 tbs. Class I 50-150 60% > 100 lbs. Class II 150-500 50% > 300 tbs. Class 111 500-1,500 50% > 900 tbs. Type 1 1 400-4,000 Av. wt. = 2,000 tbs. Type 11 6,000-20,000 A.v. wt. = 8,000 tbs, * .ln all classes/types of riprap, a maximurn 10% of the stone in the mixture may weigh less than the lower end of the range. 3.19 Source: Adapted from VDOT Road and Bfidge Secificatirnts Filter Fabric Underlinhrg A lining of engineering filter fabric (geotextile) shall be placed between the riprap and the underlying soil surface to prevent soil movement into or through the riprap. Table 3.19-D notes the minimum physical properties of the filter fabric, Filter fabric shall not be used on slopes greater than 1 %:1 as slippage may occur and should be used in conjunction with a layer of course aggregate (granular filter blanket is described below) when the riprap to be placed is Class 1I or larger. Granular Filter Although the filter cloth underlining or bedding is the preferred method of installation, a granular (stone) bedding is a viable option when the following relationship exists: 11I - 170 3.14 I 1992 3.18 1,992 3.19 RECOMMI ENDED I1.E�'rWATERING Sf 5 it SEDIM N1 BA 1_`�INS° PROVIDE AVEOUATF s Ra PING FOL`lETHl'LEA1E CAP DEPTH -'---' VARIES AS 'TACK WELD _ a --- PERFORATED POLYETHYLENE REQUIRED FOR * DRY - - DRAINAGE TUBING, DIAMETER '- VARIES (SEE CALCULA110HS IN '"'�•, STORAGE (IT) APPENOIX 3.14-A) „, i+.. 4'0 PE TUBING WET FERNCO-STYLE " COUPLING 5TCRAGE ''E WATERiNG ORFICE, SCHEDULE 40 STEEL STUB 1-Foor MINIMUM, DWAETER VARIES (SEE CALCULATIONS IN RISER APPENDIX 3.14-A) TO ORIFICE (PVC STUB) T NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE "DRAINAGE TUBING SHALL. COMPLY wlrH ASTM F667 AND AASHTO M294 i Source: Va. DSWC Plate 3.141-1.5 .PIPE OUTLET CO VDITIONS A h PIPE OUTLET TO FLAT AREA WITH NO DEFINED PLAN VIEW I a 1 L ' - - I (•@Ill d E ry SECTION A -A FILTER CL7rH KF,Y IN 6-3': RE'LOMMENDED FOR ENTUIX PERIMETER I ..-.._ .... ............. ._...... _.......... ----------------- �.. ado (MIN.) A f- ----- A-`� tie .. -` I --,il PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEWS I -- - L a _..._. o d I11-- SECTION A -A T 7- FILTER CLOTH KEY IN 0--9`: RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINHIG MAY BE RIPRAP, GROUTED RIPRAP, GABION � BASKET. Olt CONCRETE, 2. I.a IS THE LENGTH OF THL RIPRAP APRON AS CALCUTATED UBING PLATES 3.18-3 AND 3,18-4. 3. d = 1,5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN D INCHES, Source: Va. DSWC Plate 3,18-1 III - 157 1992 3.31 1992 3.31 STD & SPEC 3,31 1. Limn : An evaluation should be conducted to determine if time is necessary for temporary seeding. In most soils, it takes up to 6 months for a p1I adjustment to occur following the application of lime. Therefore, it may be. difficult to justify the TEMPORARY SEEDING TS cost of liming a temporary site, especially when. the sail will later be moved and revraded. The following table may be used to determine the actual need along with o g Y g SngReSted application IateS. Definition The, establishment of a temporary vegetative cover ON disturbed areas by seeding with appropriate rapidly growing annual plants. Puraoses 1. To reduce erosion and sedimentation by stabilizing disturbed areas that will not be brought to final grade for a period of more than : days. , ;,,���-- 06-C-(5'T-V 4% 3-/G-/`f 2. To reduce; damage from sediment and runoff' to downstream or off -site areas, and to provide protection to bare soils exposed during construction until permanent vegetation or other erosion control measures can be established. Ill - 284 TABLE 3.31-A LIMING REQUIREMENTS FOR TEMPORARY SITES Recommended Application Ip I Test of Agricultural Limestone below 4.2 3 tons per acre 4.2 to 5.2 2 tons per acre 5.2 to 6 1 ton per acre Source: Va. DSWC 2. Fertilizer: Shall be applied as 600 lbs./acre of 10-20-10 (14 lbs./1,000 sq. ft.) or equivalent nutrients. Lime and fertilizer shall be incorporated into the top 2 to 4 inches of the soil if possible. 3. Surface Roughening: If the area has been recently loosened or disturbed, no further roughening is required. When the area is compacted, crusted, or hardened, the soil surface shall be loosened by discing, raking, harrowing, or beer acceptable means (see SURFACE ROUGHENING, Sid. & Spec. 3.29). 4. Tracking: Tracking with bulldozer cleats is most effective on sandy soils. This practice often causes undue compaction of the soil surface, especially in clayey soils, and does not aid plant growth as effectively as other methods of surface roughening. Seedine Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than 1:, inches deep. Small seeds, such as Kentucky Bluegrass, should be planted no more than 1/4 inch deep. Other Grasses and Legumes should be planted from 1/4 inch to 1/2 inch deep. 111 - 286 dIs Ater < 5 < dts fitter < 40 d, bave dis Ixxse and, dam, filter 40 d, base In these relationships, filter refers to the overlying material and base refers to the underlying material. The relationships must hold between the filter material and the base material and between the riprap and the filter materiaL In some cases, more than one layer of filter material may be needed. Each layer of filter material should be approximately 6-inches thick. TABLE 3.1.9-D REQUIREMENTS FOR FILTER FABRIC USED WITH RIPRAP Physical Prc er "Test NIgthod l °t_ _luiren ent Equivalent Corps of Engineers Equal or greater than Opening Size CWO 2215-77 U.S. No. 50 sieve Tensile Strength* V I'IM-52 30 lbs./linear in. (rz 20% (maximum) (rainirnum) Puncture Strength ASTX4 D751* 80 tbs. (minimum) *'Tension testing machine with ring clarnp, steel ball replaced with 5/16 diameter solid steal cylinder with hemispherical tip centered within the ring Clamp. Seams shall be equal in strength to basic material. Additional fabric material or non -corrosive steel wire may be incorporated into the fabric to increase overall strength. Source: VDOT Road and Bridge Specifications 11I - 171 1992 3.31 Mulching 1. Seedings made in fall for winter cover and during hot and dr y summer mo.l the shall dr mulcbes be mulched according to MULCIf1NG, 5td. &Spec. 3.35, except that by o (fiber mulch) will not be considered adequate. Straw mulch should be used during these periods. 2. Temporary seedings made under favorable soil and site conditions during optimum spring and fall seeding dates may not require mulch. Re -see Areas which fail to establish vegetative cover adequate to prevent rill erosion will be re- seeded as soon as such areas are identified. TABLE 3.31-B ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS "QUICK REFERENCE FOR ALL REGIONS" Rate Planting Dates Species lbs. acre) Sept. I - Feb. 15 50/50 Mix of Annual Ryegrass (Lolium multi-florum) 75-100 & 88- Cereal (Winter) Rye (Seeale cereale) 75-100 Feb. 16 - Apr" 30 Annual Ryegrass �- (Lolium multi-flonim) 75 May I - Aug 31 German Millet 6- Source: Va. DSWC (Setaria italica) 111 - 287 1992 3.32 TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lt Per Acre Minimum Care Lawn 180-200 Ibs - Conllnereial or Residential I"� l - Kentucky 31 or Turf Type Tall Fescue 95-100°fo - Improved Perennial Ryegrass 0-5% - Kentucky Bluegrass 0-5% hligh-I�'laintenance Lawn 200-250 lbs. Kentucky 31 or Turf -Type 'fall Fescue 100% C;eneral Stripe (3:1 or less) Kentucky 31 Fescue 128 tbs. Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 Ibs. 150 lbs. I.ow-Maintenance Slope (Steeper than 1,1) Kentucky 31 Fescue 108 tbs. - Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 lbs. Crownvetch `* 20 lbs. 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Fo}xtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye '* Substitute Sericea iespedeza for Crownvetch east of Farmville, Va. (Nlay through September use hulled Sericea, all other periods, use unhulled Sericea). If. Flatpea is used in lieu of Crownvetch, increase rate to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may be added to any slope or low -maintenance mix during warmer seeding periods: add 10-20 lbs./acre in mixes. If1 - 303 STRAW MULCH SHALL BE APPLIED AT 80LBS / 100 S.F. TABLE 3.31-C TEMPORARY SEEDING PLANT MATERIALS, SEEDING RATES, AND DATES SEEDING RATE NORTHa PLANT 3/1 511 8/15 21t5 to 511 to 9/1 to SPECIES CHARACTERISTICS Acre l000 fo to to to 4/30 8/15 11/1 4/30 911 11115 OA`rS 3 bit. (up to 100 lbs., 2 lbs. X - - X - Use spring varieties (e.g., Noble). Avena saliva)not less than 50 lbs.) RYBd 2 bu. (up to l to lbs., 2.5 lbs. X X X X Use for late fall se,40gs, winter Seoale cereate not less than -50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. I lb. X X - Warm -season annual. Dies at First Setsria italiea frost. May be added to summer mixes. ANNUAL RYEGRASS° GO lbs. I'h tbs, X X X X May be added in mixes. Will (Loliwn multi-florum) mow out of most stands. WEEPING 15lbs. 51h ozs. - X X - Warnrseasou perennial. May LOVEGRASS bmich. Tolerates hot, dry slopes (Eraerostis curvuia and acid, infertile soils. May be added to mixes. KOREAN 25 tbs. approx. X X Warnt season atulual legume. LESPEDEZA` Ibs. 'rolerates acid soils. May W (Leslxdeur sti ulacea added to mixes. $ Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. May be used as a cover crop with spring seeding. d May be, used as a cover crop with fall seeding. X May be planted between these dates. May not be planted between these dates. N U O U (D 01v Q (D > t7 Q -9; 1-- 0 oU C� � U) +-Co CV (D U) ,0 GO (33 O N N W 4,• f DRAWN BJ�-I SURFACE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.38 IMPERVIOUS AREA AT COMPLETION 122 (ON-SrrE ONLY) PERVIOUS/ SEEDED AREA AT COMPLETION (0W8rrE ONLY) 315 OA 24' WHITE STOP BAR � 'STOP' SIGN (SEE DETAILS) ® ACCESSIBLE PARKING (SEE DETAIL) © 6' TALL WHEEL STOPS (SEE DETAIL) D0 DUMPSTER PAD (HEAVY DUTY CONCRETE PAVEMENT - SEE PAVEMENT DETAIL) O TAPER NEW CURB is GUTTER FROM 6' TO 0' (REIGRADING PLAN FOR LENGTH E ELEV,) O NEW SIDEWALK (SEE THIS PLAN FOR WIDTH) © 6' DIAMETER BOLLARD (SEE DETAIL) ® SIDEWALK SHALL BE FLUSH WITH ASPHALT AT ACCESSIBLE SPACES � AISLES 0 PROPOSED 5' CROSSWALK (SEE DETAIL) 0 HANDICAP PARKING SIGN (SEE DETAILS) ® SITE LIGHTING (RE: PHOTOMETRIC PLAN) 6' WOODEN PRIVACY SCREEN FENCE (SEE © DETAIL), FACE OF FENCE TOWARDS ADJOINING PROPERTIES is R/W OM SITE SIGNAGE O DOUBLE 6' WIDE SWING GATES FOR POND ACCESS (SEE DETAIL) @0 CG-6 CEG PER VDOT STDS (SEE DETAIL) © STOP SIGN (SEE DETAIL) @Q 6' WIDE FIRE LANE STRIPING (SEE DETAIL) ® 3' LANDSCAPE BUFFER (SEE DETAIL) So NOT USED OT RAMP TYPE I' - SEE DETAIL Uo RAMP TYPE 2" - SEE DETAIL Vo 2' WIDE CONCRETE FLUME (SEE DETAIL) CG-7 CEG PER VDOT STDS (SEE DETAIL) O STRIPE WITH 4' WHITE PERIMETER STRIPING 4" INTERIOR STRIPING AT 45° � 24' O.C. O 4' CONCRETE SWALE - REIGRADING PLAN - SEE DETAIL ® TELESCOPING GATES - RE ARCH (NOTE FENCE POSTS WITHIN GATE AREA SHALL BE STEEL PER ARCH DETAIL) ® EXPANSION JOINT - SEE DETAIL BB SAWED JOINT - SEE DETAIL CC PROVIDE HANDRAIL AT TOP OF WALL (RE: SITE DETAILS E RETAINING WALL PLANS - SEE HANDRAIL NOTE THIS SHEET) SITE DATA OFFICE SPACE 2,175 S.F. SHOP FLOOR 16,460 S.F. TOTAL BUILDING 18,635 S.F. PARCEL ACREAGE 4.38 PARCEL ID: 07700-00-00-OIIFO PROPERTY OWNER: DESTINY OF LYNCHBURG, LLC PO BOX: 359 KEENE, VA 22946 DEED BOOK: 4137, PG 325 FLOOD ZONE 'X', 'AE' AS SHOWN BASE FLOOD ELEVATION 372.5 LOWEST FLOOR ELEVATION 475.0 SETBACKS *SEE SETBACK TABLE THIS SHEET FOR FULL DESCRIPTIONS 10' FRONT MIN. (FROM ROW) 30' FRONT MAX (FROM ROW) 50' REAR (ADJACENT TO RA) 35' REAR (IN RA) 0' SIDES (IN HC, ADJACENT TO HC) PARKING SUMMARY: PROVIDED PUBLIC PARKING 33 PROVIDED EMPLOYEE PARKING 23 PROVIDED VEHICLE STORAGE SPACES 25 TOTAL PARKING PROVIDED** 56 TOTAL PARKING/STORAGE PROVIDED 81 REQUIRED PARKING* 51 UPON REQUEST OF THE COUNTY THE LAND WITHIN THE 100-YEAR FLOODPLAIN AND STREAM /,Xx/ BUFFERS SHALL BE DEDICATED TO THE COUNTY AS SPECIFIED IN SP2017-16 CONDITION U3. DRY POND SHALL BE POSTED: 'NO TRESPASSING, OCCASIONAL DROWNING HAZARD' *ALBEMARLE COUNTY CODE SECTION 4.12.6 REQUIRES ONE (1) SPACE PER EACH EMPLOYEE PLUS TWO (2) SPACES PER EACH SERVICE STALL. 23 EMPLOYEES X (1) SPACE EACH = 23 EMPLOYEE SPACES REQUIRED. 14 REPAIR BAYS X (2) SPACES - 28 REQUIRED CUSTOMER PARKING SPACES. TOTAL PARKING REQUIRED = 23 EMPLOYEE SPACES + 28 CUSTOMER SPACES = 51 PARKING SPACES. **SECTION 4.12.4 REQUIRES THE NUMBER OF PARKING SPACES IN A PARKING AREA NOT EXCEED THE NUMBER OF SPACES REQUIRED BY MORE THAN TWENTY (20) PERCENT. STORAGE SPACES ARE NOT COUNTED AS PUBLIC PARKING SPACES. MAXIMUM NUMBER OF PUBLIC PARKING SPACES - 51 X 1.2 = 61 SPACES. SekLacls I EAKMEC Front-iylinittrt,u, I 10 feet fi'oin the right -of % rty or the exterior edp ofthe s;idt all; ifthe sidewalk. is ALL STRIPING ON -SITE SHALL BE SWSL/4" - ,t7tde of t3a atgttt-af toay,cr arff Ott?<,t.lro i �a or "'NYE, I a3 i�at froru a L- Public street'r'igt,i-i f vay SINGLE WHITE SOLID LINE / 4' WIDE, UNLESSCA %LL �f NOTED OTHERWISE Frotat-.11,xit,nctrt ` 30 feet fionr tine right -of "Uy or• the exterior edge ofthe sidacEatk ifthe sidevvall is 1 \ i cat ide of ilia ri`lrt-of % a' provided that this inaxinnunsetback . hail not apply to any [ stnietut� exssf ug ara 73brrr, _ , OI5 at,cl to au) 1ruetxre delrratecl on ar,.ar,pro% _d f nal site I D plan that is talid rate June ,, ''015 as having a front setbackgr'eater than 30 feet, tone, an I N /F any lof, including a coiner lot: abutting- a grin+aio arterial highway Willoughby Property t Owner's v P Y Sidi and Fear- ifttre abutting lot is zoned residential, rural areas, or the Icnt celto IIrstor r district: (i) Association, Inc . wis wnl no portion of mi structure, e Deluding s s; ;,hail be located closer Ulan 50 feat from the / C/o Real Property, Inc. 1 district boustdaq,; and (ra) no off-street parking or loading space shall be loca€'d closer p �- 4 z � ff F i%a� �0 feet ,tlr_ district t,o9,:nfi k PID• 076M2 01. 00 OOOBO D B. 3814, P G . 193 if the abuttunt lot is zoned corrunerciai or industrial anv l,rhuars structure shalt ha Zone : P U D 1 Constructed and separated in accordance ivith the current editiori of the 13uilditag Code_ �� Use: Residential 00 Side and Rear- done a t V N Z Side / Nla -unu r9 o A \ C/� C {� j Ai .H S EI t1SJ P U, .stL'l](YdC�.a �� Front 1 For each store that bPUure above 40 feet iu liti-Wit or for each atom above the fhis'v1 stot_Y. ` syhiclsever is less, tlie, rainir unn stepbaek shall be 15 feet EVERY DIGGING JOB REQUIRES A CALL — EVEN 5ide,arrdReat` I Boni SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY p LINE THOSEWHILE AROUNDDIGGING, YOU, DISRUPTHARM SERVYOURSELF FRFep AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RY 1 \ f^® \ RESPONSIBLE FOR FINES AND REPAIR COSTS. L FLOOD HAZARD � �\ SMART DIGGING MEANS CALLING 811 BEFORE pp �^ A+ p OVERLAY BOUNDARY / / AEACH PROFESSIONAL IWHETHER YOU ONAL EXCAVATOR, A HOMEOWNER 81 ®�f1 I ®IV MAP GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. SCALE: 1" =1, 000' t \ LEGBN z � ` �� U%' m SYMBOL DESCRIPTION 25' SIDES (IN RA) N/E \ , ��r o w` r Avon Holdings, LLC / / / / / / %� / / Q / Cv / / / WHEEL STOP PROPOSED BUILDING HT 23' PID: 07700-00-00-o11Eo �, oo� / DB. 2872, PG. 510 / / / / / / / / /. / / HANDICAPPED SYMBOL MAXIMUM BUILDING HT (HC) 65' Zone: PD—SC Use: Vacant X / � \ / / � �' O NUMBER OF PUBLIC ZONING HC, RA / / / / / / / / / / % /` / / !� / i 1 PARKING SPACES AS SHOWN - ,� MAGISTERIAL DISTRICT TT V L , ,'� / � �, �, ] �., �. �, �, .� � � O NUMBER OF EMPLOYEE S S CT SCO S IL E \ \ \ PARKING SPACES OVERLAY DISTRICTSAIRP RT IMP NUMBER OF VEHICLE 0 0 ACT AREA �,v �� _ DAM INUNDATION ZONE ® STORAGE SPACES FLOOD HAZARD OVERLAY STEEP SLOPES - PRESERVED -�- HANDICAPPED SIGN OVERLAY DISTRICT ,q / \ �'`° / P f ! N /F ��'�J EXISTING TREE LINE USE BODY SHOP / STEEP SLOPE -PRESERVED \ Lori D Eitzgeraid \ OVERLAY (SOURCE ALBEMARLE ` ' ` PID: 07700-00-00-0100 s' i` DB. 1498, PG. 287 �o 0 6' WOODEN PRIVACY STREET TREES PROVIDED 7 Gr s CommercialCOUNTY GIS SNP FILE Zone: LI SCREEN FENCE Use: Commercial STREET TREES REQUIRED* 5� o CONCRETE PAVING/SIDEWALK (REFERENCE OFFSITE ROADWAY PLAN SET) *ALBEMARLE COUNTY CODE SECTION 32.7.9.5 REQUIRES ONE (1) STREET TREE PER 50' OF \ / ,/ / / / / CONCRETE PAVING/SIDEWALK STREET FRONTAGE AND (U PER REMAINDER OF ��� � (SEE DETAIL) FRONTAGE GREATER THAN 25'• 253.85' OF 20 —Di urbane zo _ B. 3471. P 411 STREET FRONTAGE / 50' - (5) FIVE REQUIRED e PB. 4137, ,c. 332 P' , ..E. ::::. ' HEAVY DUTY CONCRETE STREET TREES. Ruro lea 1 1 R , q/ ! LIGHT POLE \\ g v HEAVY DUTY ASPHALT hwa Commercial HIg way ommerclI / LOCATIONS SHALL �I � 50' REAR SETBACK TO RA � � �� il�� ,,� BE PER THIS PLAN. DISTRICT BOUNDARY If RE: PHOTOMETRIC 20' NO DISTURBANCE BUFFER STANDARD DUTY ASPHALT K PLAN FOR '0_ ADDITIONAL INFO. � ROPOSED SWM F CILITY �JI 0 I ACCESS EASEMENT PROPOSED I. CONTRACTOR SHALL REFER TO THE CALIBER COLLISION STRIPING (SWSL/4") ® V 7❑ \ SSTTORMWATER ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS, PAINTED STOP LINE TOPOGRAPHY SURVEY HAVE L AND FOR THE EXACT LOCATION OF UTILITY ENTRANCES, ROOF LEADERS EXIT DOORS, EXIT STOOPS, ETC. BEEN PROVIDED BY SURVEY u i 1, i n g Setback Lire p i c c 1 � N - � - ®- - SAWCUT LINE MATTERS, LLC AND ARE R °' _ \ 2• ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF 4' ® 0 1 CURB, CENTERLINE OF PARKING, OR EDGE OF SIDEWALK ' RURAL AREA ZONING REFERENCED WITHIN THIS PLAN - --- ---- -- '� � UNLESS NOTED OTHERWISE. r._ O I (TO REMAIN UNDISTURBED) SET. SEE PLAN SHEETS tt23 l.. ", �1: I'•.: ;r . sr- ` 0 L ROPOSED SWM FACILITY 3• CONTRACTOR SHALL PROVIDE ALL LABOR AND FOR COMPLETE SURVEY DATA. + a I wD r, O I ACCESS EASEMENT MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE i fYPi BB '..'a p I \ AND PAVEMENT MARKINGS AS SHOWN ON THE TYP. (4) G PROPOSED 15' PRIVAT O E � � 1 I RB STY I N DRAINAGE EASEMENT 4. ALL STRIPING ON SITE SHALL BE WHITE, 4 CONSTRUCTION PLANS. STEEP SLOPE - PRESERVED U WIDE," R/�- I ❑7 (SOURCE: ALBEMARLE CO. TRANSITION UNLESS NOTED OTHERWISE. K R K V G°"' R 8' - - - - \ GIS SHP FILE) P' K I I 5• CONTRACTOR SHALL COORDINATE FINAL LOCATION OF 6 WOODEN SCREEN FENC .j -+ X. 50' SHARED THE SIGN WITH CALIBER COLLISION. AT TOP OF +_ 2.25' WALL 24 24 —_ DRIVEWAY EASEMENT \ RETAINING WALL (RE: GRADING PLAN) L 0 (TO BE ABANDONED) 6. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN R ® o, R W © G W p PB 3471, PG 411 THIS CONSTRUCTION SET FOR OTHER PERTINENT ROW DEDICATION (TO I I PB 3471, PG 411 INFORMATION. COUNTY FOR PUBLIC USE) 7_ AI I wnpi2K AND MATPLAAI S SUAI I C;nMPI Y WITW _�/ o (� N f LVVVI—LHIIV HIVV 0lKL_FyIV1 OUr—�C—_KD JU r—LjmLIli UDC EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING o G L t _5)G I �, RELOCATED AS NECESSARY. ALL COST SHALL BE NEAR MOORE'S CREEK FOR A POTENTIAL FUTURE CONNECTION TO ANY EXISTING ROAD, A PERMIT 6' WOODEN SCREEN FENC ®IL INCLUDED IN BASE BID. GREENWAY TRAIL. ACTUAL TRAIL PLANNING, SHALL BE OBTAINED FROM THE VIRGINIA E Li DEPARTMENT OF TRANSPORTATION (VDOT). THIS AT TOP OF t 3' WALL E 50' Ex. Shared Driveway Easernent 10• CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING, AND CONSTRUCTION IS TO BE CARRIED (REIGRADING PLAN) 2 LOADING (To be abandoned) RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL OUT BY OTHERS. PLAN AS DRAWN MAY NOT ACCURATELY PB. 3471, PG. 411 REFLECT THE REQUIREMENTS OF THE PERMIT. 4' SUBGRADE BUILDIN SPACES PB. 4137, PG. 332 UTILITIES, STORM DRAINAGE, SIGNS, ETC. A5 REQUIRED. RETAINING WALL J O I I ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING 2. SUBJECT PROPERTY IS EFFECTED BY THE FOLLOWING WHERE ANY DISCREPANCIES OCCUR THE N/E FOUNDATION WALL (12'x25' ea.) (REIGRADING PLAN) Avon Holdings, LLC H B AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED ZONING OVERLAY DISTRICTS: � ®® pp REQUIREMENTS OF THE PERMIT SHALL GOVERN. ID: 07700-00-00-O l l EO C A L I U E R HANDICAP PARKING SIG U o, BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 0 EC -ENTRANCE CORRIDOR 2. ALL MATERIALS AND CONSTRUCTION METHODS DB. 2872, PG. 510 TO BE ON POST PLACED II. SITE BOUNDARY, TOPOGRAP4-IY, UTILITY AND ROAD STATE DAM BREAK INUNDATION ZONE SHALL CONFORM TO CURRENT SPECIFICATIONS zone: PD—SC '_` J INFORMATION TAKEN FROM A SURVEY BY SURVEY AIA-AIRPORT IMPACT OVERLAY AND STANDARDS OF VDOT UNLESS OTHERWISE Use : vacant CONCRETE SWAL COLLISION AGAINST RETAINING WALL F ' "'' 0 (REIGRADING PLAN) 5' CLEAR WIDT C MATTERS, LLC. FH-FLOOD HAZARD OVERLAY NOTED. PROTO 166 I Q 12• UNLESS NOTED OTHERWISE, PAVEMENT SHALL BE 0 THE STEEP SLOPES - PRESERVED OVERLAY DISTRICTS 3. EROSION AND SILTATION CONTROL MEASURES I ' 18,635 S.F. RETAINING WALL F STANDARD DUTY ASPHALT, SHALL BE PROVIDED IN ACCORDANCE WITH THE 6' CL�AR WIDTH , APPROVED EROSION CONTROL PLAN AND SHALL PROP. 30' MAX. SETBACK Y FFE = 475.® (REGRADING PLAN) 8' 3 13• ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN, 3. THE ENTRANCE ONTO AVON STREET EXTENDED IS CC I ALL HANDICAPPED STALLS SHALL BE 8-FOOT PER THE SUBJECT TO APPROVAL OF AN ACCESS BE INSTALLED PRIOR TO ANY CLEARING, GRADING (FROM SIDEWALK) s STEPS (RE:ARCH AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES AND MANAGEMENT EXCEPTION BY VDOT OR OTHER CONSTRUCTION. 20' Utility & Drainage ALBEMARLE COUNTY TANDARD • SPACES MARKED N' 4.5 SUBGRADE BUILDIN Easernent OU STANDARDS. S C S M E VA 4• ALL SLOPES AND DISTURBED AREAS ARE TO BE FOUNDATION WALL (+ 4.5' CUT - 7M.71-PG—a 1 1� - - - - - 150' SHALL RECEIVE A 'VAN ACCESSIBLE' SIGN. 4• THE FINAL SITE PLAN MUST SNOW CONFORMANCE FERTILIZED, SEEDED AND MULCHED. 30' PROP, MAX BUILDING SETBACK 0 Dips 14. STOP SIGNS SHALL MEET THE CRITERIA OF THE STATE OF WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(D WALL) I I' SUBGRADE BUILDIN J 0.034 ACRES DEDICATED TO--, VIRGINIA DEPT. OF TRANSPORTATION AND MUTCD STANDARDS. AND F, AS WELL AS ANY OTHER APPLICABLE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (_0 + (HORIZONTAL: VERTICAL). WHERE REASONABLY FOUNDATION WALL M PROP. 10' MIN. SETBACK s�O. �� - THE COUNTY FOR PUBLIC USE 15• ALL PARKING SPACES ARE TO BE 9.0' WIDE AND 90° TYPICAL STANDARDS, REGULATIONS, OR OTHER REQUIREMENTS. OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER - - - - (FROM SIDEWALK) � T �9 DO UNLESS NOTED OTHERWISE. ARE TO BE ACHIEVED. - - PROP. 10' i�IN, BUILDING SETACk 0 PROP.JIO' i' 43 16. THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH . ROV-7— To o� � PROP. ROW 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED ATCHLIN PARKING SETBACK I ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 32.6• DITCH MAY BE REQUIRED WHEN IN THE OPINION X. ROW P A P _ NOTE: BUSINESS SIGNS OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS 0 ARE REVIEWED BY _.__. DEEMED NECESSARY IN ORDER TO STABILIZE A _ __ _._ _ _._.____._ __� 253 _.. _.____��_-_ � �- X. ROW DRAINAGE CHANNEL. RE: OFF -SITE ROADWAY i0.045 ACRES DEDICATED T 0 -�184' (5TH ST STA PKW )--I- I,860' (ANON CT) 7• ALL TRAFFIC CONTROL SIGNS SHALL CONFORM IMPROVEMENT PLANS FOR THE COUNTY FOR PUBLIC USE _ _ .. _ _� - WITH THE VIRGINIA MANUAL FOR UNIFORM SIDEWALK is CURB _- -" o RE: OFF SITE ROAD- - -` - TRAFFIC CONTROL DEVICES. GUTTER DESIGN —" AVON STREET EXTENSION S.R 742 IMPROVEMENT PLANS (BY a 8• UNLESS OTHERWISE NOTED ALL CONCRETE PIPE - (6O Feet Public Rtgh t-Of-Way) (DB. 429, PG. 219) � SHALL BE REINFORCED CONCRETE PIPE - CLASS OTHERS) _\ III. BUILDING CONTRACTOR SHALL BE 9. ALL EXCAVATION FOR UNDERGROUND PIPE RESPONSIBLE FOR INSTALLATION OF Edge o f Asphalt INSTALLATION MUST COMPLY WITH OSHA HANDRAIL AT TOP OF WALL 'C'• HANDRAIL e STANDARDS FOR THE CONSTRUCTION INDUSTRY MUST BE INSTALLED, INSPECTED BY BUILDING _ _ sue 1 ago ago �PFO ohe _ ohe _ _ e— _ (29 CFR PART 1926). INSPECTIONS AND APPROVED PRIOR TO ayo ago ayo ayo CERTIFICATE OF OCCUPANCY RELEASE. r qe • -- m 00 o r.: ■04 W CC , CL CD f i> :x" 0 0 CO cc Uj i m" j 0 r: SCALE WOOD FENCE NOTES 1) ALL POST AND STRINGERS SHALL BE OSMOSIS TREATED OR PENTA TREATED PINE, TO BE APPROVED BY ENGINEER. 2) ALL FENCE SIDING SHALL BE TREATED PINE. 3) ALL METAL FASTENERS SUCH AS BOLTS, NAILS, HINGES, HASPS, AND ETC. SHALL BE HOT DIPPED GALVANIZED. 4) FENCE DIRECTION AS NOTED ON PLANS OR AS DIRECTED BY OWNER. 5) SPLICE STRINGERS AT POSTS ONLY. 6) REFERENCE RETAINING WALL PLAN SHEET CIP3 FOR FENCE AT TOP OF WALLS 6'-0" TO 8'-0" z 4" x 4" POSTS 6'-0" TO 8'-0' O.C. 2" x 4" STRINGERS 6" x 6" TOP, CENTER, &BOTTOM CORNER AND GATE POSTS 14 HINGE 1" x 4" x 6'-0" FENCING t6'-0" (AT POND FENCING) -1/2- 45' N N MITER (TYP) 0 0 0 L 4' x 4" POSTS L, U� 0 �I�- 1/4" (TYP) 0 1" x 4" x 6'-0 FENCING 0 STRINGERS CROSS - 6' MIN. EACH GATE J L- V) tr 0 oa o 12' a z 3" TYP. of 2500 PSI P.C. 00 CONCRETE MINIMUM (TYP•) 12" 12" WOOD PRIVACY FENCE FOR SCREENING N.T.S. W R WR 20 30 30 MIN. 2520' 30'MIN. 30' 10' 30'MIN. W = WIDTH (feet) OF FIRE LANE R = RADIUS NECESSARY TO ACCOMODATE FIRE VEHICLES WR = TURNING RADIUS PAVEMENT WIDTH R t FIRE LANE STRIPING SHALL BE 6" RED STRIPES WITH 4" INCH WHITE LETTERS READING "NO PARKING FIRE LANE" STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS. ® I• FIRE LANE STRIPING N.T.S. 36" WHITE LEGEND RED BACKGROUND R1-1 36"X36" "STOP" SIGN i- N.T.S. N.T.S. MASTER LOCK & LOCK HASP (COORDINATE WITH OWNER) CENTER SOCKET (TYP) RETAINING WALL NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS PLAN VIEW 1" DEEP SAWED JOINT (TYP.) SEE SITE PLAN 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED 0 35' O.C. MAX. _ " SLOPE 1/4" /FT.- EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2MAX. (TYP) 2" 1 5.0' 1 5.0' 1 5.0' 1 5.0' 1 5.0' 1 5.0' 1 i (/ r r T r r I TYP) a• °, 6 0 a d OC1 e ° q' 6 PC CONCRETE NOTE: 7(TYP) 4" TYP REINFORCEMENT WILL (TYP) BE 6 x 6 - W1.4 X 4" AGGREGATE BASE SECTION A -A W1.4 WWF. CONCRETE COURSE COMPACTEDTO OCTOR (T O) SECTION B-B SHALL HAVE 4000 PSI COMPRESSIVE STRENGTH ON -SITE CONCRETE SIDEWALK N.T.S. OTEi STOP SIGN TO MEET AASHTO STNDS. Ei RI -I STOP SIGN DESIGN 36' X 36" 3' GALV. STEEL P i-III-III-I I I I I= I III-III=�-III 1,II-1 Ilk '-111=111=1 I III- o =III -III IIIIIT d�I-1I 3 _ Ill dI11ll a III I 11�=III ----- ITII-I I I -I I I- }I=T I I I1 I L I -I 1 I III, , I l I -I 11- - -�, ci STOP SIGN RE: RETAINING WALL PLANS FO WALL DETAILS 6' - a fro en a 1ma 4 6, F2.0% a MAX 6.67% .0%,6 a:::: MAX MA L Q 4 TAPER SIDEWALK G-12 WARNING PROPOSED 5' X 5' 6' TO 0' HEIGHT STRIP (SEE DETAIL) SIDEWALK AREA OVER 6' AT TOP � BOTTOM SIDEWALK RAMP DETAIL TYPE OF RAMP AT 2% 2 MAX SLOPE IN N.T.S. ANY DIRECTION WIDTH PER PLAN A" 1AILJITP CTDIPE STRIPE AT 24' ON CENTER L N.T.S. WIDTH PER PLAN 1/2'R (TYP) N.T.S. 6' WOOD PRIVACY FENCE (REF, RETAINING WALL DETAILS FOR FENCE ON WALL) 9" MIN. RED PLAN -WWF (6 x 6, W 2,1/2,1) 3 4" 2' P.C. CONCRETE FLUME JIB" i STORM �1 DETAILS p"�ILSFOR �jp�e/p/ /\/�%���� TIV ITTifI 7. 9`he max}mutr lope of the _�t uttue ° shs73 Lu, 1.5:1 (b`T�`c'), 2. rl1}tF S�,ittlw sinall he p 47£}d ld at £ le (} g£}n }i, and lnd of at] ( av,S d) £lU&11 s flit abutted id to i}7�q 13 lche5Eint The £17FUbI t3wall 572.chalit l to u'nd $s e rtlhic:leis f6 2XL➢il xtt ILas£ 3114L£L4 ii££€F tI1L tr££l below L11t llft3fitlel a§ill ftaV� fitEf`45 of ft ! PROTECTION DETAIL NDOT 113.01) Intel les. Conant Stalls'Miatl hex rentforeed r £ ft #4 £e'Llu ncing,sttf °Tara placed on fS• inch centers. 3. r4itcha5r I.1yg ;,irai€ t t Inskeal a a to a.Yinnitl5 - P 19d [ �£ txx ccQnter In£ ilYe 7er�,£h �:,f the flume. VzTlere no cagain vall Is rat€shied an an car Ilig shot] be insiati,ed wiettin Z feet of kto end of II7e Flume tiishrr la ii are to be u wid. as tnc bonozn of the R� d n1ic thtnael, emend 7t least I fax t ina) th soil below.,e chin t 1 aunt hav> a tlnekriellsof6inidlts Anchor lugsshall he reinibrc=d ivith #1 eeinforcinn;tee I bats placed oil 4 neh eeniers. i1r.�.._11 ���� FLUME ®p�� / A �� DETAIL r4 3 i C8 sitth A [del have 2£ 9a3 [ Il -: 7infl fhetn lL lis Il i weflulded wire efabchannelis (0 X Lteldet(}ldC €ahnb i5 'i G' � ? 7 x 43�z.i) {R Zh .�37Ccr Cit-fyyf��rmfWresm`sit. cr it r ini unl, N�T,S� J. ); ItlYdn ion joints shal bl piov£d d appro ml e1Y every 20 fe L T ioueen-inch newels of tea rein i£r6ng ste ei placed on -inch Centers �Tiall be luemed at ail requirrrT )Dolt<. ii Willi • ♦ VIM �IIIIII . _ HANDRAIL DETAIL 6'' EX OSED N.T.S CROSS SECTION (N.T.S) WALL (REs HANDRAIL DETAIL GRADING PLAN) (N.T.S.) I. GUARDRAILS AND HANDRAILS SHALL BE THE PRODUCT OF A COMPANY NORMALLY ENGAGED IN THE MANUFACTURE OF PIPE RAILING, 2. POST SPACING SHALL BE A MAXIMUM OF 6'-0'. 3. PICKETS AND INTERMEDIATE RAILINGS SHALL BE PROVIDED SUCH THAT A 4-INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES, FROM A HEIGHT OF 34 INCHES TO 42 INCHES ABOVE THE ADJACENT WALKING SURFACE, A SPHERE 8 INCHES IN DIAMETER SHALL NOT PASS. 4, POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY POINT ALONG THE RAILING, INCLUDING CORNERS AND END TERMINATIONS (OSHA 1910.23). THE TOP SURFACE OF THE TOP RAILING SHALL BE SMOOTH AND SHALL NOT BE INTERRUPTED BY PROJECTED FITTINGS. 5, TOEBOARD SHALL CONFORM TO OSHA STANDARDS. TOEBOARD SHALL BE A MINIMUM OF 4' HIGH AND SHALL BE AN EXTRUSION THAT ATTACHES TO THE POSTS WITH CLAMPS THAT WILL ALLOW FOR EXPANSION AND CONTRACTION BETWEEN POSTS, TOEBOARDS SHALL BE SET 1/4' ABOVE THE WALKING SURFACE, TOEBOARDS SHALL BE PROVIDED ON HANDRAILS AS REQUIRED BY OSHA AND/OR AS SHOWN ON DRAWINGS. Fi" IAILJITF C:ZTDIPE NOTE; �),EFEQENCE PLAN SHEETS DWI-QW3 FOP DETAINING WALL DETAILS. P.C. CONCRETE ° 0 < 2" TYP. 6" WELDED WIRE FABRIC 6x6-W2.1 XW2.1 COMPACTED SUBGRADE 1/2" EXPANSION SECTION A -A JOINT MATERIAL 2' CURB B im 0 0 1/2" EXPANSION 4 ° ° JOINT MATERIAL N 6" d `� d A2'-0" (MIN) ° • 4 • SEE GRADING PLAN d' ° FOR LENGTH ° N a •a SECTION B-B PLAN B PARKING AREA CONCRETE FLUME (N.T.S.) PROVIDE 5'X5' LANDING TAPER 6' CURB TO 0' TAPER 6" PROVIDE 5'X5 -\ r.111DR Tr) n^ I r-41-I_K U CURB TO 0' TAPER 6" CURB TO 0' �-VDOT CG-6 VDOT CG-12 30" CURB WARNING GUTTER STRIP ROVIDE 5'X5' MINIMUM LANDING AREA -VDOT CG-6 30" CURB E GUTTER TYPE SIDEWALK RAMP DETAIL N.T.S. RAMPS SHALL MEET VDOT ROAD AND BRIDGE CONSTRUCTION STANDARDS - CURRENT EDITION (WHEN WITHIN STATE ROW) CG-12 NOTE COFJPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERALNOTES: CURB WHEN REQUIRED (CC_ C 2 OR CG 3 IN LINEAR FEET) DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNbNG SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDE''WALK RAMP 721 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48 1 MAX i WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND r a SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED NIONOLITH:CALLY WITH RAMP �• \ FLOOR OR BY USING PERMISSIBLE CONS rRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SD 8•. "°`- `G THAT ADJOINING FLARED FIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF - �--- �j 10 1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO.5 X 8' PLACED PCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. "rIHIMUM PERPENDICULAR CONCRETE COVER 1'/Z". 6- CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED I1J PAYMENT FOR CURB / CURB AND GUTTER. �<� /��iv�� ���r w��/ � ��i•�//+/.,��� r __� x 5' F,41N 7. CURB RAMPS ARE TO BE LOCATED AS SHONN ON THE PLANS OR AS DIRECTED `;yy�,; < � q2a h' -� BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER \ < 12 AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY i MAX �a•P• CROSSES A CURB REGARDLESS OF WHEiHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS _-- AS SHOWN ON PLANS U1 AS DIi2ECfED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS I TSTABLE, SI ACCESSBLEELEMENTSOFF2IFRESISTANT AI A FAC,LITYTHATCANBEAPPROACHEDiENTERED AND USED BY PEDESTRIANS. /i*/<�/ / ,•` /il /i-� ,. // / //i />�' -`''°"'"4 /1 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL `�ECHONS PROVIDED THAT' � THE CURB OPENING IS PLACED WITFIIN THE LIMITS OF THE CROSSWALK ANDTHAT THE THE SLOPE AT THE CONNECTION OF THE CURB OPENNG IS PERPENDICULAR To THE CURB. ? - I JI �L II_ lLEll. 5 S . N )K )K (1 T �I i I (J I III -III TI-11 �i II TI I- I 9. TYPICAL CONCRETE SIOFWAtK IS �}" THICK.. u`HFhJ THE ENTRANCE RADII CANNOT c I I -III Ill w` - il- I II=1 fib- �..sV �';�; ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK �T�(T-ITI-I--III (fi Ta w TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MtN w << AT ?C , 2" HIGHER iHAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, � � AT 'K?K , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. It. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL.), TYPE C A 4' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL He PERPENDICULAR IJTO THE CROSSWALK WITHOUT" GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME n 12. ALL CASES WHERE CURB RA£41PS INTERSECT A RADIAL SECTION OF f n CURB At ENTRANCES OR STREET CONNECT'€ONS THE DETECTABLE 1 6�2,4„ C C / WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD -(}}j O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH V THE BACK OF CUI'2Ei, O O 0 O Cl 0 O 0 0 O O 0 -- O O 0 0 O 0 0 0 0 0 0 0 0 LANDING RAMP ._._ (�,'� j 0 0 0 0 O O 0 O O O O O O O O 0 <s 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 •°wr:�,x,,e 0 0 0 0 O O O C O 0 0 0 O 0 0 -' �`T` � 000000o0oo0ao00 DIAMETER `_;X OF BASE /� -i TOP DIAMETER O V C C O C O O O O O O O O O �- DETECTABLE WARNING ``�. AT BACK Of, CURB "�., i 0.°" 14" ( VARIABLE FULL WIDTH OF RAMP FLOOR SEE (VOTE 12. BASE UTA.4ETER F PAY £ I`fLLS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL Xvao r CC-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARD5 SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 205.05 07/15 vIRGINIA DEPARTMENT OF TRANSPORTATION 502 ZI • O 011 Q O (, � 00 U) cn U"o 3: CID so o'� a� �O a� U W 6014 G� � WS!PNAL � r f �s f • t �, • ti�i DRAWN F3JH STANDARD DUTY PAVEMENT SECTION NOT TO SCALE i" 2 PER GE❑TECH OF RECORD REC❑MMENDATI❑NS rid -------------------- HEAVY DUTY PAVEMENT SECTION NOT TO SCALE PAVEMENT DEPTHS SHOWN ARE MINIMUM (NOT AVERAGE;). THERE SHALL BE NO DEVIATION BELOW THE MINIMUM DEEPTPS SHOWN. P❑RTLAND CEMENT CONCRETE PAVEMENT 1 � -• 1 r■� ,r ♦ 1. 1 P❑RTLAND CEMENT CONCRETE PAVEMENT FREE -DRAINING SUBGRADE-SCARIFIED AND COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY STANDARD DUTY CONCRETE PAVEMENT SECTION HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE NOT TO SCALE NOTE: PORTLAND CEMENT CONCRETE SHALL BE 3500 P.S.I. 28 DAY STRENGTH (5 f 1 % AIR ENTRAINED) W/ MINIMUM FLEXURAL STRENGTH OF 550 PSI PER GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS MATERIALS AND PROCEDURES SHALL CONFORM TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION. PARTIAL CONSTRUCTION OF THE PAVEMENT IS STRONGLY DISCOURAGED BECAUSE OF THE LIKELIHOOD OF PAVEMENT AND SUBGRADE FAILURE. THIS FAILURE WILL OCCUR BECAUSE THE PARTIAL PAVEMENT IS INADEQUATE FOR SUPPORT OF CONSTRUCTION LOADS AND MANEUVERING OF EQUIPMENT. THE PAVEMENT DESIGN AS SHOWN IS PROVIDED BY PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)., DATED AUGUST 31, 2017, FREELAND � KAUFFMAN, INC. DOES NOT WARRANT THE EFFECTIVNESS OF THE DESIGN. FREELAND KAUFFMAN, INC. ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR SAID DESIGN. 4' MULCH OR TOPSOIL (MIN.) 3' HEAVY DUTY PROTECTED LANDSCAPE BUFFER OR 4' GRAVEL BASE COURSE t<P, SEE PAVING DETAILS FOR ADJACENT PAVEMENT SECTION PROVIDE CONTIGUOUS 12' GRAVEL BASE COURSE BELOW CONCRETE BUFFER BASE COURSE AND ABOVE 12' EXTENSION OF PAVEMENT BASE COURSE HEAVY DUTY CONCRETE 2'-0" ALIGN FACES BOLLARD @ O.H. DOOR CONC. WASH (SMOOTH DOME TYPE) 36" TALL X 6" DIA. STEEL PIPE FILLED W/ CONCRETE (PROVIDE 72" TALL AT DUMPSTER PAD) -DASHED LINE DENOTES PLASTIC BOLLARD SLEEVE TO BE TRAFFIC YELLOW WHERE NOTED. BOLLARD GUARD TO BE SLEEVE MANUFACTURER (REF. SITE PLAN FOR LOCATIONS) -EXPANSION JOINT WITH COMPRESSIBLE SEALANT -CONCRETE PAVING (REF. PAVING DETAIL) .4,000 PSI CONC. PIER -18 DIA. XT-0" DEEP CONC. PIER W/ #4 BARS VERT. & #3 TIES @ 8" O.C. -#4 X 12" LONG RE -BAR WELDED TO PIPE (4 REQ'D) CONCRETE STONE JOINT -CAULKED WITH DOW CORNING R 890-SL SELF - LEVELING SILICONE JOINT SEALANT. 1/8" TO 1/4" SAW CUT H/4 (1-1/4" MIN.) SAWED CONTROL JOINT RESERVED PARKING LVAN CESSIBLE4 "U"-CHANNEL POST (2 LBS./FT.) USE 6" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK (& NOT BEHIND WHEEL STOP) SLOPE TOP GROUND/PAVING SURFACE SIGNAGE SHALL BE INSTALLED PER ADA & ANSI A117.1 STDS SIGNAGE OTHER THAN ACCESSIBLE (P€D XING, STOP, ETC.) NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-o". 7'-0" (MIN) 4'-0" 4 • A 3500 P.S.I. •;. . P.C. CONCRETE 4,-0" • a ' a .a • • 3" MIN, SIGN BASE DETAIL -CONSTRUCTION JOINT FIN. GRADE (SEE S/TE PLAN FOR #4 BARS �a PA VEMENT INFORMA TION) 2'-0"O.0 �ASPHAL T EQUAL I EQUAL SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED. 16" CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ROAD AND RIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 201.04 TONE BASE 2016 ROAD & BRIDGE STANDARDS 2" R NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON OS URBAN STANDARDS. , D D D [D D • D D D A D D D D D D 6.. ( 2`-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. SPECIFICATION XV00T REFERENCE COMBINATION 6" CURB AND GUTTER ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CO-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 10'OR THE CHANGE IN STANDARDS CAN BE MADE AT REGULAR OPENINGS. 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED,THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 1 THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED COMBINATION 4" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 2016 ROAD & BRIDGE STANDARDS r-4" PAINTED WHITE LINE U LONG PRECAST CONCRETE WHEEL STOP ANCHORED W/(2) NOA BARS 12" LONG MIN. (PAINTED TRAFFIC 77, YELLOW WHEN PLACED ON CONCRETE, TRAFFIC WHITE ON ASPHALT) G t77 q4- NOTE; SEE SITE PLAN FOR PARKING SPACE SIZE AND FOR WHEEL STOP LOCATIONS. U O Q N > O Z Q R O d,' 0 O U O W �,o Go > W "p T H r e� s .. l DRAWN BJH METAL BOTTOM FOOT 'V' TRACK CASTER WHEEL WELDED TO METAL BOTTOM FOOT SURFACE ANCHORED 'V' TRACK 53'-0 1 /16" OPERATIONAL GATE DIMENSION NOTE: WAGNER HEAVY DUTY SPRING LOADED CASTER WHEEL ASSEMBLY AND WHEEL BRAKE - GC TO PROVIDE SUBMITTAL. 14'-6" 24'-0 1 /16" 14'-6" PANEL 01 OPERATION DIMENSION CLEAR FIRE LANE OPENING PANEL 02 OPERATION DIMENSION 6" 13'-6" 6" 1 T-10 112" 1 V-10 1/2" 6" 13'-6" 6" CLEAR PANEL 01 OPENING CLEAR PANEL 02 OPENING $, 0„ 3" (LATCH CLEARANCE) 61_01. (MAX. SPACING FOR POSTS) (MAX. SPACING FOR POSTS) N OPENING DIRECTION OPENING DIRECTION N 4"X4" HEAD POST 4"X4" HEAD POST 4"X4" TAIL POST 4"X4" TAIL POST SURFACE MOUNTED N so 'V' TRACK (BELOW) sO - n n r GATE PANEL -- - - - - - LOCKING LATCH ORNAMENTAL ORNAMENTAL FENCE 1, 2,; 1,_2„ FENCE ORNAMENTALFENCE ELEVATION ORNAMENTAL FENCE TOP RAIL TOP RAIL 4"X4" ORNAMENTAL 4"X4" ORNAMENTAL FENCE POST @ GATE FENCE POST @ GATE OPENING ONLY OPENING ONLY REFERENCE SITE DIMENSION PLAN ZIL Oil $ 0 P: $,-0„ (MAX. SPACING FOR POSTS) ORNAMENTAL SLIDING GATE, FABRIC SCREENING FROM WIND 4 w cn (MAX. SPACING FOR POSTS) REFER TO SHEET SP1.1TYP SCREEN SUPPLY IF REQUIRED PER THE 1" SQ. ORNAMENTAL GOVERNING JURISDICTION PICKETS METAL TOP HEADER DIAG. BRACING WELDED W/ WELDS GRINDED SMOOTH $ INTERMEDIATE STEEL BRACING o WELDED W/ WELDS GRINDED co SMOOTH SPACED EQUALLY T.O.C. T.O.C. B.O.C. 100.00' 100.00' B.O.C. z 99.45' B.O.C. 99.50' :2 � METAL BOTTOM 99.50' FOOT R F CIVjL FINISH GRADE SURFACE MOUNTED V-TRACK (2X) M . V.1 I I q 11 I SCALE: 3/3" = 1'-011 CONCRETE PAVING (REF. CIVIL) NOTE: SLIDING GATE TO PROVIDE SCREENING. GATE TO BE OPAQUE. SITE DETAILI \."p, I, on co U Q) rn O o ON Q (a) > C) U Q r� Q o � o u W \'o Do a3 L � N cm 0 W T11 I t i •• - l r cr LLJ ., �`: • R M j. DRAWN DJN SCALE DRAWING GRADINIG E DRAINAGENOTES I. ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PLANS PREPARED BY FREELAND � KAUFFMAN, INC., THE CURRENT REQUIREMENTS OF ALBEMARLE COUNTY, APPLICABLE SECTIONS OF THE VADOT STANDARD SPECIFICATIONS, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2, ALL EXISTING STRUCTURES, FENCING, TREES, ETC„ WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE, UNLESS OTHERWISE NOTED TO REMAIN. BURNING ON -SITE SHALL NOT BE ALLOWED. 3. ALL DRAINAGE STRUCTURES SHALL BE PRE -CAST AND SHALL MEET VADOT MINIMUM REQUIREMENTS. 4. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 5. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND THE EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 6. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. 7. NO SLOPES SHALL EXCEED 2:1 IN ANY CASE. 8. AN AS -BUILT DRAWING OF NEW UTILITY SERVICES AND STORM DRAIN LINES MUST BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT, STORM PIPE MATERIALS SHALL MEET ALBEMARLE COUNTY/VADOT STDS. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS � CONDITIONS AS OUTLINED IN THE N,P,D.E,S. GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. II, TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY MATTERS, LLC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER INLETS AND MANHOLES FOR REVIEW PRIOR TO ORDERING. 14, SLOPES 3:1 AND STEEPER SHALL BE TRACKED AND SEEDED WITH PERMANENT SEED IMMEDIATELY UPON INSTALLATION, , cO c�� NOTES � STORMATIER MANAGEMENT FLANS, I, ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER, A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2, PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES, 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES, CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. �-ill-f.>,:._ ►;�11 CONTRACTOR SHALL REFER TO THE REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES, PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC., PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY. IIIIIIIII - IOF IIIII�IIIIII IIII IIIII 413^X GRADING INSET (In =10,)I,�II\ 16%. OUTFALL _ PROTECTION I I \ B L TW-746 SEE DETAIL 1 8W04.0 I I \ 19� 13�, X5' AREA NOT I I I I I `, \ � � 73.1 TAPER CL TO IN EXCEED 2% I I I I I; ao \ FROM 6° TW:73.17 BW:72,67 DIRECTION I I Im I I 4.4% _ - 0' OVER 9 I I I I 1 1 110 73A5 7325 TW,7435 72.55 I I I I I BW 7ALL 2.75 72,75 TW:73.25 III % / �) 2.8% F i, (SEEI NOTE NTH S 5'X5' AREA NOT BW172.75 IIIII (I TO EXCEED 2� I 0 ! I� SHEET) IN ANY 72.75 PROVIDE CONC. I I ` 737 RELIEF SWALE DIRECTION I �\ LL 6.67% 72.65 (SEE SITE Q DETAILS) WALL TO HAVE --', II ' IIIwi�-oA MAX. -SIGHT 5% TC�73.05 I I II \ ROOF \ �.DRAINOF 2' T BC 72,55I DOWNSPOUTSIDEWALKS SHALL WALL TO HAVE 11 I I I I i I 6�I I I i \ V.-472.2 NOT EXCEED 5% A MAX, HEIGHT I \ LONGITUDINAL SLOPE A A OF I' 8' 0 R00 DRAIN I II I 7aa Tc 75.0 NOR 2% CROSS °4 aao LEADER Tc I I 13c15.0 SLOPE SEE CROSS SECTION INV.-472.25 TW 78Z 74.5 A -A THIS SHEET l�� i I II I ew 75Z 75.0 15.0 BW 7 74.0 73. TC 73.0 II II \ I \ II \ I �,o TAPER CURE BC;72.5 1, 1 I 6' TO 0" 0 5% WALL T I I WATER-OROOFI� HAVE MAX. I 1% REQUIRED,\ RE: HEIGHT I OF 13 I I I \ - 5'X5' AREA NOT TW:75.35 t IIIII I I I \ TO EXCEED 2% 74,85 73.0 IN ANY I%DIREBC 72.45 O \ TTO TC=72.95 I POSITIVE DRAINAGE - I I I FROM BUILDING (T' JJII I 20' utii ty\& l 795 Ease ,, PB. 3471, 01 law �I CROSS SE_ _ \ T 179b' 7833 _ ............. RE: OFF -SITE ROADWAY- _ IMPROVEMENT PLANS FOR SIDEWALK E CURB � GUTTER DESIGN N 3,8-125.38 / / 11� 8 / N /F Avon Holdings, LLC PID: 07700-00-00-011EO DB. 2872, PG. 510 Zone: PD-SC Use: Vacant DRAIL AT TOP OF CAST IN PLACE WALL (RE: SITE DETAILS S WALL PLANS FOR HANDRAIL DETAILS) z m (-MULCH AST IN PLACE WALL �S/ �'� /,-6' RAISED ASPHAL SIDEWALK PARKING CAST IN PLACE WALL 557224 /�, 8,- / sob -- N /F Willoughby Property Owner's Association, Inc. C/O Real_ Property, Inc. PID: 076M2-01-00-000BO F D13. 3814, PG. 193 Zone: PUD O/ /-S; �\ V� M Use: Residential \� S \ \ \ \ \ \\ \ 95\\\\\��\�\�\\��\\\\\ \�\ cv L73 7 5 ®®� RETAINING WALL NOTE: TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THIS PLAN ARE INTENDED TO REPRESENT APPROXIMATE FINISHED GRADES AT THESE LOCATIONS. CONTRACTOR SHALL REFERENCE RETAINING WALL DESIGN PLANS FOR ADDITIONAL INFORMATION � DETAILS. FILL REQUIRED TO SUPPORT THE FOOTINGS SHOULD BE COMPACTED TO AT LEAST 98 PERCENT OF THE MAXIMUM DRY DENSITY AS PER ASTM D698 (STANDARD PROCTOR) TEST METHOD. THE MOISTURE CONTENT OF THE FILL SHOULD BE WITHIN PLUS OR MINUS TWO (±2) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT, FILL PLACEMENT ON SLOPING GROUND SHOULD BE BENCHED INTO THE EXISTING SLOPE AND BEAR ON NATURAL MATERIALS, FOR PROPER SITE PREPARATION, THE EARTHWORK SHOULD BE PERFORMED UNDER THE OBSERVATION OF AND TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER OF RECORD OR HIS AUTHORIZED REPRESENTATIVE, / IlV 1 V I iIL_KJ/ - sob so6 sob -- s 6 05 I (/ 50' Ex. Shared Driveway Easement (To be abandoned) PB. 3471, PG. 411 PB. 41 37, PG. 332 [--TAPER CURB FROM \ 6' TO 0' OVER 15' POB N 3,891 ,340.03 F 1 1 ARC -7n-7 -7c UTILITY POLE SHALL BE RELOCATED (RE: ROAD PLANS BY OTHERS) / J}M 1 EMP l I I \ \ \\ Lor i D ID: 077C DB. 141 X. Zo \ \\ \\\\\ ✓ \\- -� \\�\��� Use: )0am \ � \�� 0 LOCATION MAP SCALE: 1"=1, 000' LEGEND, I�pg PROPOSED CONTOURS - -1009- - - EXISTING CONTOURS T SPOT ELEVATION M.E.G. MATCH EXISTING GRADE PROPOSED STORM DRAIN DRAINAGE FLOW ARROW v ) OUTFALL PROTECTION (SEE STORM DETAILS) ,v EXISTING TREE LINE STEEP SLOPE - PRESERVED (SOURCE: ALBEMARLE CO. GIS SHP FILE) UPON REQUEST OF THE COUNTY THE LAND WITHIN THE 100-YEAR FLOODPLAIN AND STREAM BUFFERS SHALL BE DEDICATED TO THE COUNTY AS SPECIFIED IN SP2017-16 CONDITION U3. TOPOGRAPHY E SURVEY HAVE BEEN PROVIDED BY SURVEY MATTERS, LLC AND ARE REFERENCED WITHIN THIS PLAN SET. SEE PLAN SHEETS U2 E t3 FOR COMPLETE SURVEY DATA.® STORM DRAIN STRUCTURE TABLE S1R. # TYPE RIM/THROAT INV, IN INV. OUT I FLARED END SECTION 467.21 465.00 (2) 2 DI-29 (4' THROAT) 470.80 465.81 (D 3 FLARED END SECTION 471.00 465.00 (4) 4 DI-2A 470.50 467.00 (RD) 465.28 (3) 6 MANHOLE 466.33 460.65 (7) 460.55 (9) 7 MAN-IOLE 468.33 461.85 (8) 461.75 (6) 8 POND OCS 468.50 462.54 (7) 9 ENERGY DISSIPATING HEADWALL 463.79 460.50 (6) *REFERENCE POND SHEET FOR POND OCS DETAILS Storm Drain PIPE TABLE STORMDRAIN PIPE SIZE LENGTH SLOPE INV. IN INV. OUT 2 - 1 18, 27' 3.00% 465.81' 465.00' 4 - 3 18' 28' 1.00% 465,28' 465.00' 6 - 9 30' 5' 1.00& 460.55' 460.50' 7 - 6 24' 110' 1.00% 461.75' 460.65' 8 - 7 24' 69' LOOR 462.54' 461.85' 0 30 60 scALE r • 3o' V z cc �. • `r • It. , i W 7- r�. + • N' 1' 0 475 470 465 (2) 18' INFLOW PIPE FLARED END SECTION (SEE DETAIL) 460 455 FLOW SUMP DETAIL THIS SHEET) POND PLAN NOTE: PHASE I POND CONFIGURATION - 25-YR STORAGE EL.: 468.84 0 40 e0 SCALP r - 40, rEXISTIN GRAD G TOP OF BERM- -EMERGENCY 20' WIDTH ROPOSED GRADE LWAY TOP OF RISOEOAIELL 469.5) 100-YR STORAGE _EL. 468.5 EL 468,9 NNSTALL CLAY 2`1 v v .10-YYR . STORAGE EL.1 468.46_ SECTIONS OF CLAY CORE [ v I_YR. STORAGE EL.:. 467.04 SHEET) 0.5% RAP TORM OUTLET RIP PER DETAIL (TYP. RED GRADING PLAN) _ LOW FLO SUMP (SEE DETAIL THIS 9HEET)- SEE STORM DRAINV PROFILES FOR DESIGN OF SITE STORM DRAIN POND SECTION NOTE: PHASE I POND CONFIGURATION - 25-YR STORAGE EL.: 468.84 0 4 VERT. scALE r - 4' 0 40 60 I-i0R1z scA —F r - 40' z w Z 0 24' CLASS III RCP OUTLET EXTEND RISER +12° BELOW BOTTOM OF OUTLET TO INSURE SUMP AT OUTLET AND ADEQUATE STABILIZATION OF BASE 4' 475 470 CORE IN FILL CORE DIKE (RE: 'ETAIL, SAME 465 455 TRASH RACK - PER VDOT DETAIL - INCLUDE - ANTI -VORTEX VERTICAL PLATE WITHIN CENTER OF RACK TOP OF 5' x 5' SQUARE CONC. RISER, EL. = 468.50 4" WEIR, EL. = 467.25 4" ORIFICE, EL. = 467.25 2' DIA. TEMP. SKIMMER ORIFICE (SCH 40 PVC), EL = 466.25 (REFERENCE DETAIL) 3' DIA PERMANENT ORIFICE EL = 465.0 (POND BOTTOM) (ORIFICE SHALL BE PLUGGED DURING PHASE 1) (SEE ORIFICE DOWNTURN PROTECTION DETAIL THIS SHEET) z Z U 0 INV. OF BARREL, EL = 462.5 \\\� BOTTOM OF STRUCTURE EL = 462.5 /\\\ :. ::. .. • \\ BOTTOM OF STRUCTURE EL = 461.5 7` 4' (RAIN) NOTE: • 'THE CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES AS REQUIRED TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT CONTROL MEASURES MAY RESULT IN CODE ENFORCEMENT VIOLATION.' • 'RETENTION/DETENTION AREAS SHALL BE SUBSTANTIALLY COMPLETE PRIOR TO ANY CONSTRUCTION ACTIVITIES THAT MAY INCREASE STORMWATED RUNOFF RATES. THE CONTRACTOR SHALL CONTROL STORMWATER DURING ALL PHASES OF CONSTRUCTION AND TAKE ADEQUATE MEASURES TO PREVENT THE EXCAVATED POND FROM BLINDING DUE TO SEDIMENTS.' • 'ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZE) WITH SEEDING, FERTILIZER AND MULCH, HYDROSEED AND/OR SOD.' • 'DEVELOPER/CONTRACTOR SHALL RESHAPE PER PLAN SPECIFICATIONS CLEAN OUT ACCUMULATED SILT, AND STABILIZE RETENTION/DETENTION POWS) AT THE END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED AND PRIOR TO REQUEST FOR INSPECTION.' 4 20' TURF RE- GRADNG PLAN FOR REINFORCEMENT BERGEIVCY SPIUWAY EMERGENCY LOCATION TOP OF CLAY AT TOP OF BERM \\EXISTING _ \GRADE _ CLAY 'KEY' TO BE PLACED IN EXISTING GRADE NOTE - CLAY MATM& TO EE USED FOR CORE MJST EE TYPE U: OR %R MATERIALS AS GLASSFED BY TlE U� SOL CLASSFiCAIKxJ SYSTEM MATAMN. CI.A5WrATM MJST EE DETEaM BY, CR N THE PACE OF, T•E n rr TEMW FRM CONSTRUCTION NOTE! THE INTENTION OF THIS PLAN IS THAT THE PERMANENT 5'x5' CONCRETE DETENTION POND RISER STRUCTURE WILL BE USED AS THE SEDIMENT BASIN RISER STRUCTURE DURING CONSTRUCTION. HOWEVER, THERE ARE REQUIRED DIFFERENCES BETWEEN THE SEDIMENT BASIN RISER AND THE PERMANENT POND RISER, INCLUDING: • THE 3' ORIFICE AT EL. 465.0 SHALL INITIALLY BE PLUGGED DURING PHASE I (NOT TO BE UNPLUGGED UNTIL FULL SITE STABILIZATIOM. • DURING PHASE I, A TEMPORARY 2' ORIFICE AT 466.25 SHALL BE UTILIZED FOR THE SEDIMENT BASIN SKIMMER. ONCE THE SITE HAS BEEN FULLY STABILIZED, THE SKIMMER DEVICE SHALL BE REMOVED AND THIS ORIFICE SHALL BE CLOSED PERMANENTLY WITH GROUT. *SEE EROSION CONTROL DETAILS FOR SKIMMER DETAILS PROVIDE STEPS PER VDOT STANDARDS AT 16' O.C. ON INTERIOR AND EXTERIOR OF STRUCTURE 24' CLASS III RCP OUTLET BARREL POND OUTLET BARREL SHALL HAVE WATER TIGHT JOINTS IN ACCORDANCE WITH ASTM C 361 AND C443. FILL BOTTOM OF RISER (BELOW INVERTS) WITH NON -SHRINK GROUT STORM SEWERS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: • ALL STORM SEWER SHALL BE WATER TIGHT. • REINFORCED CONCRETE PIPE (RCP): ASTM C76 CLASS III MINIMUM z J w I- w C) 5' 4' LOCATION MAP SCALE: 1" =1, 000' 5' 3" DIA. PVC 90' ELBOW INV,: EL = 465.0 T11:_ EXTEND 90° ELBOW DOWNWARD 6' PROVIDE 6' MIN. 3' CLEARANCE FROM ANY SURFACE �\ \ SECTION d z U rn O Q Q _ Q o � � oU � U) n 00 d UD ,o 3: Go cr CD W A: • ii ICE:, DRAWN BJP GRADING E DRANAGEf�TES I. ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PLANS PREPARED BY FREELAND E KAUFFMAN, INC., THE CURRENT REQUIREMENTS OF ALBEMARLE COUNTY, APPLICABLE SECTIONS OF THE VADOT STANDARD SPECIFICATIONS, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. ALL EXISTING STRUCTURES, FENCING, TREES, ETC., WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE, UNLESS OTHERWISE NOTED TO REMAIN. BURNING ON -SITE SHALL NOT BE ALLOWED. 3. ALL DRAINAGE STRUCTURES SHALL BE PRE -CAST AND SHALL MEET VADOT MINIMUM REQUIREMENTS. 4. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 5. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY "CALL BEFORE YOU DIG" AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND THE EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 6. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. 7. NO SLOPES SHALL EXCEED 2:1 IN ANY CASE, 8. AN AS -BUILT DRAWING OF NEW UTILITY SERVICES AND STORM DRAIN LINES MUST BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 9. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT, PREPARED BY OTHERS, PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. STORM PIPE MATERIALS SHALL MEET ALBEMARLE COUNTY/VADOT STDS. 11. THE CONTRACTOR SHALL ADHERE TO ALL TERMS E CONDITIONS AS OUTLINED IN THE N.P.D.E.S. GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY MATTERS, LLC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 13. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 14. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER INLETS AND MANHOLES FOR REVIEW PRIOR TO ORDERING. 15. SLOPES 3:1 AND STEEPER SHALL BE TRACKED AND SEEDED WITH PERMANENT SEED IMMEDIATELY UPON INSTALLATION. 0 475 470 465 460 455 E:• 475 470 465 460 455 G <9 o� OIC05 O �I LU :2 =r °C � w o ClI F'V I Q u I I XISTING GRADE _j-E ROPOSED GRADE I I I UTFALL PROTECTION SEE DETAIL (CLASS Al I I DRY RIPRAP) I I I O O Ld v- I I� v p z z z 27 L.F. OF 18' RCP ® 3.00% STORM DRAIN LINE zOo0 �I� U z w I 0 � I Q u I t EXISTING GRAD I I PROPOSED GRAD I I I I �"�4 34g OUTFALL � ��� PROTECTION SEE DETAIL (CLASS Al DRY RIPRAP) I I I� I O O Lb 'v Eo I� O z Z > - z � 28 L.F. OF 18' RCP ® 1.00% STORM DRAIN LINE 2 e 475 470 465 460 455 !:• 475 470 465 460 455 E.• 475 470 465 460 455 450 Y (D © $ 480 wm �� �� o� o QI I Qcl '2" Dz L Q z Q I I � I Wi I I I �I Lu z I I I wl I I I I OPOSED I I GRADE I I I I (EXISTING GRADE I � II l I I II I I I I I I I I UTFALL I I ' PROTECTION SEE DETAIL (CLASS I I DRY RIPRAP I I I I I� I IL I ILp of o Ln �0 O \0 I o I I I� CIA NIA �I O zp zp z � z zz zz z 69 L.F. OF 110 L.F. OF 24' RCP c 1,00% 24' RCP ® 1.00% STORM DRAIN LINE 3 5 L.F. OF 30' RCP ® 1.00% 475 470 465 460 455 450 LOCATION MAP SCALE: 1" =1, 000' TORM DRAIN NOTE I. ALL MANHOLE DIAMETERS AND INLET DIMENSIONS SHALL HAVE A MINIMUM INSIDE DIMENSION OF 4' DIAMETER (CIRCULAR) OR 4'x4' (SQUARE). STRUCTURES SHALL BE UPSIZED AS NEEDED TO ACCOMODATE THE CONNECTING PIPE SIZES/ ANGLES. 2. STORM DRAIN PIPE SHALL BE CLASS III, WALL 'B' RCP IN ACCORDANCE WITH ASTM C-76, UNLESS NOTED OTHERWISE. 3. PIPE LENGTHS ARE BASED ON HORIZONTAL DISTANCE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND USED FOR DESIGN ONLY. CONTRACTOR TO FIELD VERIFY ACTUAL PIPE LENGTHS NEEDED FOR CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR COMPARING THE STORM DRAIN WITH THE PROFILES FOR THE STORM DRAIN LINES AND INFORMING THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORM DRAIN PIPE SHALL HAVE WATER TIGHT JOINTS IN ACCORDANCE WITH ASTM C 361, C443 AND D3212. z We to 4- U rn L0-1 O C N > C) U Q -9 r- Q O o' oO � �U�0-) +- N J (n 3z co q3 �01= �O > U C CD W a ■ • ,. • } `D A _,_ Cr j co ■ j 1 1 f SCALE 9,rm► 00 2016 ROAD & BRIDGE STANDARDS 20,16 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS QE �/ I S I ONS BY FT-1 t=B SWM-DR MH-tA THE L' - - - - - No PROJECTION OF PIPE ABOVE GROUND LINE --ACCESS DOOR SHALL BE LOCATED DIRECTLY OVER STEPS WITHIN STRUCTURE THE LETTERS V.D.0.7. ARE OPTIONAL, � � ., ,•-9�" DIA. lF USED THE LETTERS ARE TO BE i `• CAST N THE DEPRESSION IN TOP OF / i 84, GRADE 60, REINFORCING ROD ENCASED IN TOP OF FT: --" iGP f FILL -- 70P JF F L --a 1%z" COVER I" WIDE AND RASED 'Je" HIGH A CORROSION RESISTANT RUSHER OR OTHER r _ �••�Ille �xa, It/" rl a AS SHOWN. / ❑ ❑ O v # N0. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. - :: - --qt - _ _ n �� / Y DESIGN)ION MAY VARY WITH MANUFACTURER'S I. rf t U E _ _ GF OU J -IN'. _ 1 J4 D E ' A ❑ ❑ ❑ ❑ O ? �NqM, CORROSION RESISTANT - - _- x - ❑ ❑ ❑ ❑ ❑ ❑ ❑ A 412 - MATERIAL I I _I I I i III I:' - I I I -U .I I i I I _'' r I ! I I� . �!._� I T i FNISHED A ? MACHINE 711ACHINE-, F 1 . O, yt r / I I ..:, I E ,z fHDIMENSION N� �D -Lj I1 INO F.Y ILl,f_�_�711`zl`111 EAI21'H F C.CK CT•' 1- rIII.� I 1 SA ft4 REINFORCING ROD f1> ?% I: N:TELL=^dG _ -'�, cj 4 {/, 11 I -.r �. ®, O, 'il'. C I _ �-��-�J f.>.t_ _ IC ,I.�tb�H-L L;!;G :r NI �6" 'I , TYPICAL SECTION I --- �h TERIAL i'-✓3i/a" DIALETTERING ' I �- 'J' i0/%.�OPTIONAL ['� ❑ ❑ i-1 ❑ , aSECTION A -A V L fv\II �N. N. v,e oti. MIN. if lC 0X�\ FFI ,! G '/'o p � X 0 % � 1;IAT P.. „ \ ! HAIERiAL ' -, 1if RJAi ❑ ❑ ❑ /4j, ...-i/2'PER i'OF H -�i- 4- '-.- 11""'1111111 •, "4/N 1,1!N.8'%MA`.24" FOUNDATION SOFT, YIELDING, OR 1. NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL I APPROXIMATE WEIGHT _ _ _ - N7prN � I CAST IRON PIPE PROJECTION ABOVE GROUND LINE i YP. ,- _�-``� FRAME 174 $ 9 LBS. TOP • ; . ;'r - t H _,5 - N -'_.ri_S) , •' `• _. \ COVER 137 ± 7 LBS.' '-• tad ES Ti x i I,5 f i H!h{. sS x C _ tAlr dU R -. _ ST EL B r' "•. ' NOTES: � T, T:;P Gt I i �-T P OF FILL TOP F FI 2,_4„ - AR r I/q" STEPS Wll_L HE REQUIRED N ALL STRUCTURES WITH A DEPTH OF / I q • \ �•k--7.rt-I/„ i• 4'-0" OR GREATER UNLESS OTHER'NISE NOTED ON TH'c PLANS. _ _ _ _ _ - - TY " x '/z" ft"1' I xI ff N a • I .. _ _ _ _ _ _ _ _ P. % STEEL / , ' :.�.:,E 4/2 ALL STEPS SHALL PROTRUDE 4(p" FROM INSIDE FACE OF - :x ::.- - - _ - PLATE A/ , NN ` •, ,,,. STRUCTURE WALL. _ ( - r ti . •, MAXIMUM STEP SPACING TO BE i6" CrC. r r� ' ' PLAN B ... I 5'-4" sQ. B , STEPS SHALI( WITHSTAND A MINIMUM FORCE OF 300 FOUNDS WHEN _ „� \ - I ryN { EXTENDED 4/z" FROM THE FACE OF THE SUPPORT. .v . -r^'' UR',E'v0 , _ ; 5 t •v0 - 3 - C C:tiUJ :, /e R ..- .; O -� I" :::.:v,{ UNE O uYE _. -: .I O'I 'is STEPS ARE TO 9E VERTICALLY A.IGN'cD AND IRdFORMALY SPACED t. ..� , ::, .... = `... -- <,' -- ;E7i1L - ,_- -. - x " • 3J„DIA.x 6' ED.i k :^ �/ _ r. : ,.... - FOR THE ENTIRE DEPTH OF ANY STRUCTURE. r I ti TYPICAL SECTION IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED 1 '. : .:I /BOLTS (DIMENSIONS MAY VARY WITH lk TH 6.' H `-EARTH If r /,'" i .I_. �� / /� / ,i'- W/FLAV£ WASHERS MANUFACTURER'S DESIGN) INTO HOLES PROVIDED BY THE fPBftICATOR, OR DRIVEN. - _ i�i �'� TU I< GR - SELF WASHERS AND 23}'g" DIA t.UN Vt0 C' - UP r1EL 0Ff" dl / S' R;NG NUTS R,: ik MINIMUAf Of 3" EMBEDMENT STEPS OIFFERIrdG IN DIMENSIONS, CONFIGURA710N, OR MATERIALS MIN V':p f.' r D x t.tiGnVG T „ S..IL -• ' - TYP CAL 8 PLACES -EQUALLY /A -- Mr 7[filf4 MIN. W. n C E '� ..-.-. - FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET lz OF 4 _ X D .X \', sr EF.E EARTH SPACED ON AN E" DIA B.C. 22" DIA. �a" x PIz" SLOT THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE tN a �- CEOL)NO MATERIA CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND MAX.2+' MATERIAL FOUNDATION SOFT, YIELDING, OR /� CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS j zN/Z' DIA v RECEIVE WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL NOTE, OF A HINGED, LOCKABLE ACCESS DOOR q^ ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT BEDDING Ma "r IN ORDAICE VOTH WITH A ENP]MR V 2'x ON ALL OPENING v haEi•+r:r N(F.NT NOTES: SHALL 9E PROVIDED ON ALL TRASH RICKS. SURFACES SUCH :t5 BUT tN07 LIMITED 70, CORRUGATED KNURLED, ®j ;E. T G.1 F02 OF THE RAC AND ER DICE OR DIMPLED SURFACES. SPE, .' TION•. FOR GLNCRAL PJTF 'M PIP: UL.CNG, I r • l: ALUMNNUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH CLASS I BACriFi;.l M+ATER.a._ It+ ACCOkOnTJCE LEE INSTAL'.ATIOrN ,F PIPE. CULVERTS HIGH DENSITY POLYETHYLENE/PROVIDEIr METAL (STEEL) ASTM B221,ALLOY 6G05-T5. 'AiITH SECNOtF ?02 OF THE ROAD ATVD 6RIDGE A:":IJ STORM SE')CRS GENERAL NOTES i THICK 8 THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE SPL�II _CATIOJNON SHEET I0700. ANTI -VORTEX PLATE (20' IT L. 1'-7jfi" DIA. AE t /I (` REGULAR 0ACKFI_L MATERIAL. III A'( OP,DAiCF. I. 4 . y�Rt• .t1� FILLED UNIFORMLY COATED WITH A B OAT) OUT, SOLVENT TYPE, ASBESTOS yr17H ;FICTION 3 <^ OF THr'. ROAD A\p BP.IOGE A'PROX. IT EY FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEOERA. F')f PLV 71. iPE <'. S S ,3AfF.F IL I. 'AA'. ERI , CFJ :EG CLASS F 4F RId'NC 70 THE 5" 22" DIA 5" 1'-9}`d' DIA Ai„ �p 5� SPECIFICATION TC-G00498A I A PD N E ftIT-I E T CH 3 OF THE ROAD Si'ECIFIL"1''C'NS. V 9 E ✓£C.4 t T. JT F DR CFi - F �2 ._"J wT' (LBS') TALL X 5'-4' LENGTH) �$ I T - -I A MIN GyF,� 1.v( 6RI I7 f L(I T G . u.. FO IN Pi-ACE.SIIOr .AND 2T BA,.,(F:LL.. 95 SECTION B-B BOTTOM FOR AA GT FR F6 F ULAR BACKFIL_ MATFRIAt THROUGH CENTER OF RACK ALUMINUM STEP :N AC.,, dDA CIF ! 1H ,,.. IION 302 OF III; ROAD aHD BRIDGE SPECIFICATICNS. SPECIFICATION NVOOT \V/DOT SPEC FI 7'G"1 \(pp-j- SPECIFICATION C>Or ` SPECIFICATIOM INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE Gr 'd STORMWATER MANAGEMENT DETAILS TRASH RACK REFERENCE �J ROAD AND RiOGE 5 STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE REFERENCE STANDARD STEP ROAD NH) BRIDGE STANDARDS ROAD AND BRIGGE SIANOC RCs ROAD AND 3RIDCE STANDARDS (b O CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" SHEET 5 OF 5 REVISION DATE FOR SWM DRAINAGE STRUCTURES V\ REVISION GATE SHEET t OF SriEE; I OF REVESICN DATE 302 SHEET 1 OF 1 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRAIJSPORTAFION pl/t2 VIRGINIA DE PnRTtAENT OF TRANSPORTntlf.•F! 3D3 114.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 106A6 106.09 1(i%.... 20'E6 ROAD &BRI@GE STANDARDS p � = " 20'16 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS LL ` = 2016 ROAD &BRIDGE STANDARDS � 2016 ROAD & BRIDGE STANDARDS I' 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS N_ ES-2 B-'. H2 T-MH-2 C r, T-➢1-2 ('� O A PAY LINE iC C) r.}.. -STEPS iAS REO'D.) _ V PAY NE-,, I LE GTH OF PPE C E r--1YEEP HOLE E OU Rf.O'D.) j S WEEP HOLE CAS tiEG'U.) , � N LOCUTION OF HOLE TO VARY WITH RECOMMENDED MINIMUM DIAMETER- �-r� TYPE OF INLET CONSTRUCTED. HEIGHT CHART DIAMETER (, ( 1 ; I � � i- \' / HOLE MAY BE SHIFTED RIGHT, LEFT SLOPE , 2/z i I ` 0_ ;� i MH-1 FRAME OR CENTERED. B iii �'() "CO DRIENSIDIJ ' tt,yyy,,,��� SLOPE I OW PIPE SIZE (CONCRETE PIPE) O I CONNECTOR ' I ...�� . AND COVER C / \ 12' 4'-e SECTION 1 X\.II)EI• 1 ,i BY _ THREADED LUG I I I m� N NTOIR.VAE71£RSHOLES, J'PO�ALE5' aT, N N 15" 4'-it/i' -- - •-STEPS ,,AS REO'I), I F - - D FOR 4 STEEL DOWELS. � Cr) O ' ROD 1 (, , 4i '�� Oft OTHER VDOT APPROVED METHODS. /� � I ' I I I - 1 CENTERSETO BE 180°APART. IT ST'D. DI-2 � � 21" 5`-S)'," B 1 ( rY\ I'' I xlJ COLLAR s L 2'/a' x 2'Iz' x '/�' GAty. ALTERNATE CONNECTION J�����LL�WJJ I �. I s. I I. ALTERNATE o N i GRATE _� - - - - 24 5 -9" ( I j - '1 NOTCH, DOWELS, KEYSFLAT SLAB OTHER VDOT APPROVED 1 JO" 6'-6Jz" 1 ° : I MEANS OF PROVIDINO POSITIVE INTERLOCK ARE TO iiF µ ",y � Ql 1 1 - - - - J 33" 6,-9y`i ` w w I .i 0 1_I •_ I •C I D I x , BE J INCLUDED FLOC SL TOPS USE s r o SPACER UNIT O > ---- I TYPICAL CROSS-SECTION - - CONJUNCTIOFJ WITH CURB DROP INLETS. zz (AS REQUIRED) 0 \ , TO PLATE u. DOWEL THROAT SECTION TO 42" 7`-7%z" ' RE9�ORCED 6" x 6" - Yi6.'> x ERAS '1.'EI_i;EU LOCATION, SIZE ARD SHAPE I I 1 4 i CHAMBER IF CAST S`EPERATELY 48„ 8:_2„ SKIRT SECTION EDGE B-1 tN.RE FABRIC CR EG;JIVA:_ENT A.,REA-7 0f HOLE MAY VARY DEPENDING w� STEPS `� SLOT LENGTH "L" OR PROVIDE ALTERNATE VDOT ' DIMENSIONS t ON THE TYPE OF STRUCTURE. - (AS REQ'DJ \ APPROVED METHOD OF INTERLOCK. , SHEET THICKNESS < VARIES ZO'-0" MAX. - PIPE A B H E W MONOLITHIC 'I"'t"2- ;� ? ['T••�; ��=-� J NOTES I GIAME7ER STEEL A VMINUM TOL. MAX. )" TCL. P/" TOL. 2" TOL. C O.Ti.^iG I J 3 L 1 STEPS C B S2" .064" .060" 6" 6" 6" 21" 24" 2a" '�-'r" f ., J I I (AS REQ'U.) I 1 , A SEE GENERAL NOTES -PRECAST FOR ADDITIONAL BETELS. 20 75" O&4" O60" 7" 8" 26" 30" 24" f 2' MAX• 2'-0" f w W PLAN 2. CONCRETE TO BE 4000 PSI MINIMUM, i APPROX, t8" .064" .0601, 8" 1 " " 31" 36" 24" \ P A 24" .054" .060" 70" 12" 6" 36" 42" 24" I 0 + 8" + 2X . i 5" 4'-0" 5" 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM-615. Y i W 24•' .064" .060" 10" i 4Y• 48" 24" }}}} 4. DUj IMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY PLAN 27" A30" .064" .075" 12" 16" " 51" 51'1 24" B-2 FLAT SLAB TOP UNIT "-5 MIN. 1 ` / 5" MIN' I t VARY WITH MANUFACTURER. 36" .064" .075" 14" 9" „ 60" 72" 36" DOGHOUSE WITH FOOTING tt 5, FGR DETAILS OF FRAME AND GRATE SEE STANDARD DI-2A" B, C. 42" .054" .705" 76" 27" ii'• 69" 9 , 36" ' ' 6. VERTICAL REINFORCING BARS TO HE CONTINUOUS THROUGH JOWL cy 48" ,064" .105" 181, 7" 84" 90" 36" NOTES 54 'or, .079" .105" 38" 3 84" ,02" 36" 2" 7, STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP UNIT. ' 60'. ,064"/.079" .105"/.135" 18" 33" ,, 87" 114I, 36" .. SEE CENERAL NODES FOR ADDITIONAL INN-CRVATIO:N O'J 'VEEP' I101 ES. STEP REQUIREMENTS, -�"1= 2'-p•: F_4" -H" It IN. FT, FOP. MANHOLE=_' CNErLSIOr15, ETC. ' ` DIMENSIONS CONSTRUCTBLE WITH THE REouIRVlAENiS OF AA;HTG M•99. x CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT *4 a CONSTRUCTION �� x i ' F Ir- ^M • •, i B tl L 7" 4" , IC JOINT L 2%z" x 2'/z /a" GALV. I 2. 4 L BA. E NITS 'u- ri) HE t� 1,,._. RL.Vv.. A JGCESTED NOTES- r A: IM'..e AI . ),td ti. � F.PE SIZE MAXIMUM -s MC 6X12 - A.�' 2" L 21/z" x 2'%z" x'I4' GALV. , i. C N FETE :H11. 1000 PS t q 1 ir," It DAILY, Co ry. 2,.0:, 3' Y_3:. 2`-O" ,'• - -- --- - i. TOE PLATE LE BE PUNCHED PLATE MATCH IS HOLES F SKIRT LIP. 0" GALVANIZED BOLTS TO BE • 4. AFERt OPENINGS ARE REQUIRED FOR FIFE, TF EY SHALT. SC FORMED, DRILLED. OR NEATLY CUT 4p' 5• .i' 24`• 27' ti 1 dt4 C �#�, �_ 1 APPROACH FURNISHED. LENGTH OF TOE PLATE 15 W + 70" FOR 12" TO 30" DIAMETER PIPE AM W . 22 nS nfF>RO'iE➢ 8Y THE. F.NGINF. F. R. THE ';GNTRaCTOR StE-sLL FURNI N THE FAHtzIC.aCR WITH 4"<" t. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON 6• SPACER UNITS SHOWN HEREON ARE ALSO KNOWN AS 8" C-C [Xq �. 10 L C APPROACH _ GUTTER = , FOR 36' TO 60 DIAMETER AWE. THE A9C,LE9 LET LE'd CENTCr? LnE 6, THE INVERT ELL T'AT-.',NS. AND THE SIZE CF ALL PIPES i0 EN lS i (LINO FT. FUR RARE RINGS" OR ADJUSTMENT RINGS". �- CUTTER Fn v 12' 6' 6' 4°" WEEP HOLES, STEP REQUIREM ','4" "G .T N 44 s -1 * 4 ® N - _ I = 1 2. SKIRT SECTION 12" FO 30" DIAMETER PIPE TO BE MADE IN ONE PIECE. ENTER THE MANHO' E. HO' ES ARE TO 6E A :A �N!ME.M CF :' TO A rdAXUJUM 0�= 3' LARGER THAN E MNUIOLES) ➢IMENS,ON, ETC. F ,. _ r,rra1, 10" C-C _ -' Z" THE - TSIDE L`InStE.?EH OF THE PROPOSED NICE. 7' 8" v0' 7. WHEN SPAC-R JNITS Af2E REQUIRED. "H" IS TO BE \a •f: VPdt ^ z _ _ 3. SKIRT SECTION FOR 36" TO 54" DIAMETER PIPE MAY BE MADE FROM TWO SHEETS JOINED BY _ 96'� a' 3" 72" 2. ALL SPACER LMITS, FLAT SLAB TOPS, A!>� TAPER UNITS MEASURED FROM THE 70P OF TttrC UPPERMOST SPACER. 4' �i � . "_�� '). CIMEMSICNS SHOWN ARE AIT M1...h1. AC tI. J_ TIME`,''".Pic MA'F NARY •BATH M•'Uv,:F ACTVRER. �+YP iti I BB t 8 h M 1 z - 1 _ RIVETING OR BOLTING 'IN CENTER LANE, 60" MAY BE CONSTRUCTED IN 3 PIECES. 18 g 6" A; " 3a' ARE TO H£ IN ACCORDANCE WITH THE REQUIREMENTS �� - w 1 OF AASHTO M199. 8. S?ACER UNIT IS TO BE DOWELED OR MORTARED TO s = INDICATES AREA a q x = `L' IS NOMINAL DLTMr TAR. 7L0' C" 6" 9O" `-F' TAPER UNIT OR FLAT SLAB TOP. • ,,_ :1 - z BE PO ES AREA ' - - - - - - - - - - - - _ 4, CONNECTOR SECTION,CORNER PLATE AND TOE PLATE TO BE SAME SHEET "!H!CKNESS AS SKIRT. OF CONCRETE TO _ OF CONCRETE TO c) I - - { "FR "i R. LTi' '0/.'• 3. CONCRETE SHALL BE 4Q00 P51. 4 7 F -1. ` n r`T r,'FA cr H t u., U E. ch BE POOPED IN PLACE +' N 7-E ,EVENT THE I:JYERT Of TI IE (TOTE AL_ FIE'_ I.i IJIr.HEF< 7F 1: IL H_ 8E POURED IN PLACE-/ + = S. ENO -SECTION MID FITTINGS ARE 70 eE STEEL FOR USE WITH S7EE! PIPE. ' _ _ C HOLES PROVIDED HOLES PROVIDED TOE THEPCND JG Jf r.?rEk IN fHiz•>rRJ,C.BF SHAPEC v4ITH :-EfAENr !AORi:J? TO pREVENT STA1,ONG ',' 12" 8" 703E I"0' HA LE I 1 FOR *M1 X 8" DOWELS y' FOR *4 X 8" DOWELS PLATE 6. END -SECTION AND FITTINGS ARE TO BE ALUMINUM ALLOY FOR USE WITH ALUMINUM ALLOY PIPE. 4 FOR STEP DETNLS SEE STANDARD ST ) FOR PLASTIC PIPE SIZES a. TONGUE AND GROOVE ..CI.NT ARE TO -^, OF FAERICATOR'S DES) N Nt EET `\'G vDOT A'PROVAL. 5. DIMENSIONS VARY SHOWN ARE MINIMUMMANUFACTURER. ACTUAL DIMENSIONS O `� C r y STANDARD RISER I' " - " ,a t EF MAY VA{tY WITH MANUFACTURER. 1 UNIT I 8" 8" 8" HOLES ON 12" CENIER-MAX. 7. SHOWN N STD. PC-1 OR AN APPROVED PLASTIC END -SECT ONYMAY BEEDUSED. I I 'f I I 8„ B:, a:, D„ .:.:.NTT. ARE TO BE SE ALEL' 'tilt i MOIZT�Ak,O RING CASKETS, T>. OR BUTT':_ RUBE zt I P-NM1 ' H 'F 3 .F°E fFk F L '.'�li RESTRICTED T 1 J A( iE.d Y -- B. WHERE FLARED END -SECTION ARE TO BE USED WITH ASPHALT COATED AND PAVED METAL v t'E 7F,LCUGH PIPENLY ICE PIPE ENTERING nr:D 2'-D" PIPE,END SECTIONS DO NOT NEED TO BE COATED CR PAVED. SECTION A -A ECTION B-B ALTERNATE SECTION B-8 ELEVATION PIPE EXITING siNuciuREt 6014 (GO-6 CURB AND GUTTER) (FOR USE WITH CG-7 CURB AND GUTTER) SPECIFICATION `• VDO I SPECIFICATION '`VD= �VD�T A Cr_,pY OP THE ORICITJAL SEALED AND SIGNED DRAWI`NG�•'.S 0"T FpILE Cat• THE CENiRA.L OFFICE. SPECIFICATION �VDOT SPECIFICATION �� REFERENCE STANDARD PRECAST TOP UNIT) REFERENCE FLARED END SECTION l ` STANDARD PRECAJT BASE UNITS REFEf"tENCE REFERENCE ROAD AND BRIDGE STANDARDS ROAD MID BRH)GE STANDARDS RGAO MIO BRIDGE :i7nvOARDS ROAD AND BRIDGE STANDARDS STANDARD PRECAST MANHOLE TOP UNITS IFS 05 12" - 60" CORRUGATED PIPE CULVERTS REVISION DATE SHEET 1 OF i SHEET 1 OF ' REVISION DATE 05 SHEET 1 OF i R'cV1510N DATE 233 REVISION DATE SHEET 1 OF 1 302 V1RG"NIA Ot:PARTMENI OF iRAN5FCR7:7uny 3"2 VIRGINIA DEPARTMENT OF TRANSPORTATION 307 S�0 N A L Q 3Q2 VNGItUA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 102.03 LLS.11 O(i/17 103.09 �25�2018 LOLL__ 1D3.D4 20'l6 ROAD &BRIDGE STANDARDS 2016 ROAD &BRI@GE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS R-1,2,3 EC-1 DETAIL 1 DETAIL 2 DIMENSIONS B - D MIN,X WEEP HOLES LEGEND PAGE RADIUS-S /^ �B ,Jc� 1 - DETAIL 3 R IN -S .=i B 72" 6:, (AS REQUIRED) 1 10,-6• L U S C ?- '� < 96" 8" STEPS (AS REQUIRED] e-DROP INLET TL'P JriIT ,TL'P^) A F 17 LAB T P t'I7H FRAAE A- GRATE tT 01-1) 103.G3 iMJ A - t E FINISHED GRADE SET IN LINE 12" TO i6" C-C. 23:04 8. 3'-O. 8' 1._0, 11- A �. A i J f '-,t ROPT f CE HLJ k i DI 34t tO..Gn, 103C6 1 I A t�,'r1=j"- f- A." ELEVATION K) >� LIFT HOLES t.F - GI RE[ a Ur H I i MH TPO iT Er ION i-DI-3R) 103 Cog' 10S.O6 L _, i �j \�w ,P. jAj( ` *4t LL � I 5u F - 1 tT . LAR TCP NI'iH ItCL (r Frl 2) 70L:U9 I _ 1 x 'L I y^( °o po Q' ..,; G CRJP IN E7 T UNIT tf ➢I ) 703.C7 _- � I STEP OPTIONAL DEPENDING it = i > ' Min- Fop.opLAT IN 3 TOP UNIT f. pI R)3.( 8 ON STEP SPACING IN STRUCTURE •4 4,1 - FLAT I l3 ('r \1i ci tH al 103 CJ I -> I - -Q- iOS.� THPU IU6.06 ;ry zw Y.-SHAI:GLL FP. Jt AND COVER lT kH H U. m QG] a \ z 4._p- S1 G.w L - PACER UNIT fr MH 2) v tU3.09 Ow M: CCNCENTRIO TAPER UNIT (T-MH-?. B L B m �. U RISEN rANErt urNlr cr-MH-v 23.D9 O itlSEf? UNIT' iF`.-r) f03.1O :_j v P-F T L' REDUCER IR-21 703.79 11 If I Ej9 � 3✓'$� ( . 2 (MAX.) RISER 0- TAI EP REDUCER R-3, 23.ro . t, CAB" I ( L,. [9- 24' R-UiGI"JJtELEASL I HBAS'N`1' ')=iLR F DIA r:)2>) 1p3.77 z R-1 7 - DOG OU (B 2, oaut 4 DI. G3.H ,J- TEE SECTION J BA E UNIT (B 31 703 i2 ^� ! I ( ALTERNATE JOINT FE v MONOLITHIC LNH OVER CIA. iH 1) 03 H x X D X X-F Ofl'ry (D->) �f03.it l- i T- (NOMINAL DIAMETER) DETAIL ,a COGHJJ E BASE NIT OVER 4 DIA. (�-2: IO3.N ® J ;y{',�<�Cj A TERNATE JOINT JT BETA!., 103.03 a 30, '=..1 G© C]�1_ _ REINFORCING M +D TAHRCXTILE --o.� r¢E-^t . I ACCORDANCE I- - A A ® ,I �® 2 0 GABRIC ALE FLAT SLAB WITH ASTM ABIS. i Fi13ftIC CEO TEXTILE FABRIC R_2 NOTES SECTION A -A SECTION A -A SECTION A -A �' s I. SEE GENERA!. NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, GENERAL NOTES -PRECAST � � � • • • f R � of ' H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. ® `d V' c WIT - REQUIREMENTS • ni r' - M " 2, ALL REDUCER ,AND RISER UNITS ARE TO BE IN ACCORDANCE WI THE EQ fREC;?Sr Sn T'LE 'It GOWORM uT :•t Lil I )L O THE ..CI;IFKANCNS. 3 DI.n1C'TEr •KEEP HOLE VIL fi, Rr OLARED Ili ...>T TF TI:RF_.' (.ATE:D dye oM MIN. 3S 4 0 OF AASHTO M199. 7tIE AA'UF E'f Lf Vr;L. VInVE THE OP 71pFI C'I" ELL(7'N 1HL CCtAEitNnrl;;N Of D7ACENf TO 't:E PA. EN E'Nf TO Uk'1^7 Hh_ .VBBASE. i'Ln C"AET.1 CF ' E F I:OLFS I:"! M X I S MIN. W M 8 MIN. I fRECAS'f DRITS Tl COMPLETE A STRUCTVPE UN , OrHEi7,i1>E NOTED ON THE I P�,ECn 7 71I WiA HE OETERMITED Bl THE 'JXIVITY )F THE 5TR(1 TORE I�i:'-t-1� NOTES: 3. CONCRETE SHALL BE 4004 PSL pt pNc, 7 (HF S't.Ei SP.. WEEP HC. ES MAY ISO TO rtL GIRD) IN 0I'IIE.R STRI., tP'RES U at . �€r: z r 4. WHERE OPENINGS ARE REQUIRED FOR PIPE. THEY SHALL BE FORMED. DRILLED,GR WHIM CAL:ED FOR 0% THE PANS OR DIRECTED Dv THE ENGI UR. 0 2 , -- NEATLY CUT AS PPPROYEp BY THE ENGNEER. THE CONTRACTOR SHALL FURNISH THE 'H' f:_iNE AR FEET FGR MANHOLES) CIMENSIGN 5HO41'I+ ON tHE STA:CARD) __ //� w fl _ 1, FOR MULTIPLE LINE HJSTA_LATIONS, DIMENSION S IS TO GOVERN THE PROTECTION _ Yd THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, A:`:D SPECIFIED ON THE FLAG 'TITLE BE MEASURED FROM THf. LAVER` OF THE 14F.EP HOLES WIEA. HAVE i2" x i2" PLASTIC HARDWARE CLOTH, /," M_>H D� ANO FABRICATOR WITH E OUTSIDE THE CHANNEL WIDTH AWL I i S(ZE OF PIPES 70 ENTER THE MANHOLE. OUTC ArL PIPE Tr, THE T„P of THE MASQrrFRY STRUCTURE, PLAN ^H" DIMENSIONS CR %A'-VCJIiZEC STEEL -IRE, lAIPoUAJM V,RC GIAVE TER D.03', NUMBER 4 'r:'>H /qp F J -. -+).� Iz, -LIFT HDLE$ - N PAID THE _.- -. P6L ARE APPROXIMATE ONLY FOR ESTIMATING PI_F.PQSES AND THE A TU.L D"VE%SIO`5 HARDWARE CLOTH ANCTQ,RED FIR,+;.`( TO Ot TSIC'E OF ETRUCTUPF.. � �+ ® � -%� 2. ON AN INSTALLATION REQUIRRIN CULVERT OUTLET PROTECTION WHERE NO ACCORDANCE ,F,. CR ENDSECTICN IS SPEClF:ED ON THE PLANS, CONSTRUCTION IS 70 HE 1N ACCORDANCE �;; � x 5, fC12 STEP DETAILS SEE STAtdpAttU ST-1. Stint BF DF.TEN6?INF.O P. `. THE G!T^)TRACTOR FF itA FIc.D CONDITIONS, 7- T= -x WITH DETAL 2 SHOWN ABOVE. '" > z A r - - •� I : r : •A ,SE H^ F' f it iH s ^^-` �' , 0 PRECAST '1I . GCTEC F07ArEN7 TO CAy7-Ir•i-pLAtt C:'r NE 1E '.TE49S, SUCH ®y9 7® J ��' STEPS (AS REQUIRED) 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER, Ira iPE F. VENT THE IN'vFP.T OF TRIO. �UTFAL'. PIPE h HIGHE.R iHSJ HE HCiTOP.t ,F .,S FI J6:F.., O.7 >,G'T IfF ,AfJD SGEA S Ei. .. c. C frIECED f a•• r >r �.- THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPE0 ;,I TH CE+BENT ADJACENT UNIT BY AEANS OF NO.4 Sl.1C041�)TEFL DCM[E_S SF ACED D^J F - r� ;,- F N Ai I MATERIALS 7N T 9N LINE i2" TO 76" C-C. xy.: " --�-r-� �� 3. G_OTEXTLE FABRIC TO H_ INSTALLED UNDER CLASS . FND IT '_q SE - 7, "D" IS NOMINAL DIAMETER. hrppAR iG P'rfvEriT STA":CItiG 02 PONCIHG IS WATER ICI THE. EST I, I T E. THIS AT LEA MA 4I 12'• CENTERS THROUGHOUT THE.. C ECE.VE LEA,^,'H AND E'<TE)+U:NO IZ' DIA. PVC SLEEVE •�.� �"Q� ACCORDANCE WITH THE SPECIFICATIONS. :V_LOAF FLY TO A I STRUCTURES 'BEET: G THIS _CND TSH I !'07 TO C: AT LEAS, 4 INTO BOTH THE PRE _T Uril t0 REC-:VE THE GEOTEX7ILE 4. S - DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. � 8. WHEN USING R-2 FLAT SLAB.HEGNT OF STRUCTURE FROM THE SLAB UP CON. USEC 'PITH S7ArIDARO Ig_'. ir.E �0.7 FIR INYFP.1 SNAP_VG >HA: L F FABRIC --- H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH 70 THE FNISHED GRADE ELEVATION IS LIMITED !O A MAXIMUM OF 25'. r BE PJC_UCEJ CO'.VELS, THE( SHELL NUi EXCEED >,, aA.r�ETER. DRAINS (TYP-2.) IN THE PRICE DID FOR THE S`: RUCPJRE. � CO /®p CULVERT. I X i D - I x I - TONGUE AND GROOVE JOICJT TO BE OF FlSRICATOR'S DESIGN MEETING THE APPROVE! TFfE STANDARD SAFETY SLAB (SL-I' IS aJ BE USED ONLY riHEH SFECIF:EO IN THE I /q� tt�` I ® ih Uj �- 9' - IN GASKETS OR •THEN SPECIFIED ON THE P_All, THE INVERT IS Tr_ BE SHAPE .N CL'ORDN CE PLANS ON THE DRAINAGE SU!.JV v SHEET AND/OF: THE DRAINAGE DESCF.IPiICH. �L-./ VI V SECTION B-B OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, 0 R G SS; - USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH BUTYL RUBBER. VITH STANDARD IS.L THE COST OF F 'RNISHI.G 'D RLACHF ALL .( ERatS REFER iC STA; C�=F6 A-7 FOR S::FE7Y SL At3 L'F TH AA IGr.. !'1_ MAXIMUM OUTLET OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. IN( CENTJ L TO THE SHAPING IS -O BE INCLCCED Id THE PRICE EID FCR THE I �A-T TYPE OF OUTLET PROTECTION MATERIAL VELOCITY MINIMUM ^r`• TAPER ggg if J�TURE. �" CHAMFER FS,AY BE PROVIDED CV ALL EDGES AT pEA UFhCTURERS OPTIJP<. I I- -I�� ® '> (FOR DESIGN STORM) (INCHES) OUTLET PROTECTION MINUMUM LENGTH tU REDUCER A_I, PRECAST S7RUC TUNES TO BE CCNSTRUC iE" WITH a050 PS: kfir M�_M CONCRETEIII- r.. CLASS AT CLASS Al DRY RIPRAP 8 fps 18 TYPE A INSTALLATION 1;;;4H STEPS IN ACCC'BDANCE,Vf lISTANDARD Sr-7 ARE TO BE FP,OVDED IN ALL MIANHO:ESCLASS I CLASS I URY RIPRAP 74 fps '24 R-3 ANC IN al_L ORCF Ir;tErS 'WITH AN "a" OIhIENS10N O' 4'-C" OR GREATERfTYPES-INSTALEATION- 1If_" 30, _j GLASSY CLASSY DRY RIPRAP 19 fps 36 SFF_C:IF':CAni)Pd VDOT _ SPECIFICATION yV�T F'.EFEREC;CE 12' DNA. PVC PIPE SLEEVE DRAIN �v� REFERENCE STANDARD PRECAST REDUCER AND RISER UNITS ROAD AND BRIDGE STANDARDS GENERAL NOTES - PRECAST R;AD AND BRIDC:E STANDARDS \ O SPECIFICATION ; / REFERENCE �jUL Y ERT OUTLET PROTECTION RE`AISION DATE SHEET t OF ROAD AID BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 245 REVISION DATE SHEET i CFi 302 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA O•EPA;iTMENT OF TRANSPORTATION 07i 1? ,.C3 C� ',-6. 245 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.10 0 i12016 ROAD & BRIDGE STANDARDS /✓A� m 414 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS - - Q DI-2A, 28, 2C EXISTING OFi PROPOSED t/ I i TABLE OF QUANTITIES DI-2A, 2B. 2C - - Q\ RIP RAP OUTLET+ 113.01 DETAIL a W (FT) S(FT) T (FT)* H (FT) TOTAL WIDTH# TOTAL LENGTH* MAT'L CLASS* SIDEWALK. SEE NOTE 15 . d6XI2 2Cx2/z Xfa 1� E - 3,_s„ I REINFORCING STEEL �-EXPANSION JOINT /-BACK OF SIDEWALK EXPANSION JOINT GALV. MCBXt2 3`_2:, TYPE L I �l _ e" 2`-2" 8" I CONCRETE BARS A BARS A-i HN25 8 BARS B-1 BARS C BARS E BARS F WEIGHT =II O _ ..._.. RE OUTLET STRUCTURE ttl DETAIL ) 1.5 1,5 1,5 1.5 4.5 FT 4,5 FT CLASS Al DRY i �-A SARI ` 1 Qr C BARS A-t D Cu. Yds. No. Lin. Ft. No, Lin. R. $ No. Lin. ft.# Lin. Ft, No. L!n. 01, No. LfH-Ft. No. Lin. Ft. Lps. - - (V I(J PROTECTION DETAIL i 9 10" C-C D DI-2A T4- " 1.71 4 3'-2" 5 3'-2" 4 3'-6:' 2'-O° i'-6" 55 _ I I II- S 1 FOR RIP -RAP PAD 4' 1.95 a 3'-2" 5 5'-0" 4 3'•6" 3 4'-3" to 4•-6" 5 2'-0" 3 2'-U" 3 i'-6" 84 (1. _ STRUCTURE #3 DETAIL ttl L5 1,5 1,5 1.5 4,5 FT 4.5 FT CLASS AI DRY _ - _ BARS 1 _ WELDED 2.23 3'-2' S 7'-0" 4 3'-6" 7 4'-3" to 4-6` 5 2'-0" 3 M1'-0" 3 f-6" 9 _ _ . - - 0 10" C-G JOINTS 8' 2.57 4 3'-2" 5 9'-0" b 3'-6" 11 4'-3" to 4'-b" 5 2'•0" 3 8'-0" 3 i'-6" 154 (Q I '� TYPICAL n DI-2B 10, 2.79 4 3'-2" 5 N.-0" 4 3'-6" 15 4'-3" to 4'-6" 5 2'-O' 3 8'_0" 3 1'-6" 189 _ STRUCTURE 9 DETAIL 3 2,5 2.5 2.0 2,5 9.5 FT 7.5 FT CLASS I DRY 7 M 1 EARS ° ( 12' 3,05 4 3:-2" 5 13` 4 ,3,-6./9 4'-3" to a•-6" 5 2'-0" 3 0'-O" 3 6" 224 _ • . • I Q e 8" C-C Z, ° 12" 1 9 i' i ® •• A • 4 •- r� • • "_ - tt V OO FACE OF CVRB ._ FL �W BARS A F: t4, 3.3M1 4 3,_2:, 5 15•.p„ 4 3,_6, 23 4._3,. to 4,.8„ 5 2'-o" 3 12,_0:, 3 t:_6„ 204 __)III _ )III -)III y. b} •-• y••. •. •R® -)III 16, 3.61 4 3'-Q" 5 17'-O" 4 3'-6° 27 4'-3" to 4'-6" 5 2'-0" 3 14'-O" 3 1,_S; 294 FLUME OUTLET DETAIL #2 4,0 0 L5 0,25 5,0 FT 5,0 FT CLASS Al DRY ~ I , CRACK CONTROL JOIN 3 0- u 70" C-C �E a' 3.89 a 3'-2" 5 9'-0" 4 3'-6" 31 a'-3^ to a-6" 2'-0" 3 6-0" 3 r-s" rs 3' CL'R ALL °o )III -)III )III -)III- COLLAR 20' 4.17 4 3'-2" 5 21•-0" 4 3'-6" 35 4'-3" to 4'-6" 5 2'-O" 3 8'-0" 3 1'-6" 364 U • 12' (TYP• ALL 2'-0" 8" 2'-2" B' I�.-C SECTION B-B 6' 2.2b 4 3`-2" 5 T-0" 4 3'•6" 6 4'-3" to 4'-6" 5 2'-0" S 2'-1° 6 1'-6" 115 STEEL - 6'MIN. 3'-6" 6'MIN. 2'-T• 8' 2.55 b 3,_2" 5 9'-D" 4 3,-6" 70 4'-3" to 4'-6" 5 2'-0" 6 3'-1" e t'-6" 150 WALLS) CV -III CLASS I DRY *VALUE INDICATES MINIMUM REQUIRED 10'MAX. PLAN VIEW o'tAAx. r-a" r-r' I- -1 10, 2.82 a ,,_,�, 5 111-0': 4 31- " 14 4'-3" to V-6" 5 2'-0„ 6 4'-1" 6 a5 - RIPRAP - (SEE REFERENCE GRADED RIPRAP CHART THIS SHEET FOR MATERIAL CLASS REQUIREMENTS N-2p 54' 3.37 a 3'-2" 5 13`-0" 4 3'-6" ,8 4'-3" to 4'-6" 5 2'-0" 6 5'-1" 6 " 2'20 RIPRAP CHART A BARS A4 L 2%2'X2�2'XI/i, = 14' 3.37 4 5 15,.0„ 4 3,_6„ �2 4,_3'• to 4'-6'• 5 2,_0:, 6 6•_i„ 6 " 25S GALV, SLOPE OF - 8' 8' THIS SHEET) L-YARIAHLEh1AX. 20' 1 APPROACH 16' 3.65 4 5 1T-0" 4 3'-6" 26 4'-3" to 4'-8" 5 2'-0" 6 T-," 6 i'-6" 290 SECTION /\ -A 2'-0" 8" 2'-2" 8" 3'-0" - . SURFACE GA.V. MC6Xi2 )g: ,_ :: %fit -BARS F ` � - 3.93 4 3'-2" 79'-0" 4 30 4'-3" l0 4'-6" 5 'L'-0" 6 8'-1" 6 f-6° 325 F 20' M1.20 4 S-2" 2Y-O' 4 S-6" 34 4:-3"'E 4,_6:' 2'-O" 6 FLUME OUTLET 100 YEAR PEAK RUNOFF) - _ _ _ = N - 5" G-G �t, ' GALVANZED MC 6 X 12- i % o a WARPED SECTION D-D NOTES 100 YEAR, 5 MINUTE INTENSITY, I = 8.7 IN,/HR L - --'-T y ^ BARS E SURFACE r`---� 2. DHET NO INLET ION SHOWN CNOWN STANDARDS 9. ALL RENFORCING STEEL SHALL HAVE A 21. MINIMUM HEIGHT = PIPE DIA-P2'-6" WHEN PIPES �� �� ® t� DRAWN I 2 8„ 8„ GALV, WELD ALL �3 EDIFIED MOFDHEN SON THE SVERT OF TRUCTURE. PLANS THEWILL BEDIMMEASURED T NE 10• ALL REINFORCING COVER OF STEEL ARE LOCATED UNDER EXTENDED W SLOT WATERWAYS INLET. �N4��GY ®I��II A�OI'® DETAIL I AREA = 0.66 ACRE -GALV RE)NFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE BRANS TO WATERWAYS LETTERING BJH C VALUE - 0b (LAWN) 3" DIAMETER B (// B a 65 C- OPENINGS BY 2". L REQUIRED ON ALL BY GRATES. LOCATION OF WEEP HOLE I\ / BARS E MC6X12- I/i' X 4'• LETTERING MAY VARY BY MANUFACTURER, CI�IECP®ED QI00 PEAK = 8,7 X 0,66 X 0,6 - 3,45 CFS SEE NOTE 8 �/ 2,'0, STUD SHEAR ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES it. (3000 tJ PLACE CONCRETE IS TO BE 0 BE A3 AND THE ACTUAL DIMENSIONS SIT DE DETERMINED <3000 PST). PREC0.iT CONCRETE IS TO BE W'T•S•) CONNECTOR BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. i !� 100 YEAR VELOCITY SHOWN IN BENTLEY FLOWMASTER CALCULATIONS BELOW (6,09 FPS)( SECTION c-c TO COLLAR. MIN RASED ADECREASE TO i" WHEt! 6P£CstED ON THE PLANS THE INVERT IS 12, LENGTH OF SLOT <U WILL, IN EVERY CASE, BE 1 'IN TEEING TMCJ FR ELEVATION WHEN INLET IS USED SECTION E-E 3. 70 BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. .. WITH MEDIANS. IS-i. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS DATE Warksheet for Paved Flume Outlet DI-2A DI-213 -- ����#� MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CURB - - " F`-' " WARPED GUTTER INCLUDED IN THE EIO PRICE FOR Ili£ STRUCTURE. AND CURER SITUATIONS ONLY. DETAIL A GQADED RIPRAP WEIGHT ANALYSIS 10/25/2018 PFoJeC{ (ie5criT>tirn' _ L L BARS A-1 - APPROACH GUTTER IN THE EVENT THE INVERT M THE E !FALL U E 14. STANDARD INLETS MAY BE CONSTRUCTED WITH - I"�"I I�--�I - 7" 4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE F,,,.!,­ lunnd 1 ,;F —•u - 1" THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI-M8. 2'-6„ SCALE su AFDC ,�uir8 �,,, I : I i _ _ J FO 1 s)IL WITH CEMENT MORTAR 70 PREVENT STANDING OR SEEDET MAT'L CLASS WEIGHT RANGE STONE MIXTURE 1 I , i- - _ i I/a„ , 1 PONDING OF WATER IN THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CAS= I OETAdL A s I a L 2 X2 X1/4" OF FURNISHING AND PLACING ALL MATERIALS THE EXPANSION JOINTS WILL A -PLY ONLY TO IHput W[a>. 1 I I I FLOW ^ : WEEPHOLE --' X I/ �T IDENTAL TO THE SHAPING IS TO BE INCLUDED CURB AND GUTTER. F ~�� - F I ,-F-- + & O BARS A-i !- SEE NOTE 8 gENT PLATES ''-- SLOPE OF BIZ $ INCIN THE Bit) PRICE FOR THE STRUCTURE. D L. ,.A�,,, L r s I 1 i _, ET H - n - , BARS A APPROACH _ 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH ,� ; ,yZ �; CLASS AI DRY 25-75 LBS MAX 10% > 75 LEIS _I - - O r BAfiS _ W 0" C-C SURFACE' STEPS ARE i0 BE PROVIDED WHEN 11 IS 4'-0" (H) OF 5'-2" YtiTHOUT PIPES. THE AMOUNT 1, ,A SLR{; or ,.m i:;e _ '� z x OR GREATER. FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCTED TO - t,r„q,:;r;g., 3cU F,Ft (tlfJ) FOR USE ON GRADES o-w BARS B & •i ' 'X4" STUD f 5. OB TAI•d TRU QUANTITIES, FOR INLETS OF CLASS i DRY 50-150 LBS 60� > 100 LBS A w'd' 70" C-C /a // THIS IT MAY BE PRECAST OR CAST-7N-PLACE. DIFFERENT DEPTHS ADO OR SUBTRACT 0.28 _ _� 5�iEAR CONN. CUBIC YARDS OF CONCRETE FOR EACH FOOT. -1� R:}"t:Tic{• :o;•e (:d; d{:VI L z m g BARS F BS C C I , �� {RCN QD 2 O ANGL 6. # 4 X a" SMOOTH DOWELS AT APPROXIMATELY �_ SEE 6x:swwm .,u. U,-'LC ��) I -WARPED 12" C-C TO BE PLACED IN A11 AREAS ADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET "'°"•' DETAL A A MAXIMUM 10% OF THE STONE IN THE MIXTURE DRAWING a3 „,r _ , , TYPE A SURFACE TYPE B 7 SETE TENT. CONCRETE 70 PREVENT 1 OF 2 IS TO BE L tfi" AT 4.10 LBS.IFT. 45°-GRATE -�_:11_ W 1a, *DENOTES LENGTH OF ONE (1) BAR. MAY WEIGH LESS THAN THE LOWER END OF THE RANGE, Pe ults ::: �. -STEPS NOSE DETAILS 3"DIAMETER WEEP HOLETO8E LOCATED To 150 ± 7 LBS OAST IRON cl ]_n.ep av, C,,, n FLOW8' , 2'-3' • „SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. 8. DRAIN SUBBASEMATERIAL. WEEP HOLE WITH 19. ALL REINFORCING BARS TO BE#5. (SOURCE - VA ESC HANDBOOK SECTION 3,19) 12"X72" PLASTIC HARDWARE CLOTH '/�' MESH TYPE B NOSE DETAIL SHALL BE USED WITH CG-S STANDARD. OR GALVANIZED STEEL WIRE, MINIMUM WIRE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT I-rvm 1ST N' ]___ _ _ I 'WeeeJ".1111i. :1.29 I: GALVMB 01 PLATE FOR TYPE A T4 HE RENT ON AN ANGLE DIAMETER 0.03",NUMR M 4 TO HARDWARE WATER TOWARD THE INLET THROAT. SECTION -F H)y:3;; ">rt.rJlw s.t? e FOR USE IN SACS SECTION A -A CF 68°30'AND IS TO 9E ANCHORED WITH %i `I' STUD OFOTHE STRUCTUREfIRMLY TO THE OUTSIDE BOTH SIDES TO BE S'tMMETRiCAL FOR STEP DETAILS SEE STD. ST-1. SHEAR CONNECTORS WELDED 70 BENT PLATE AT 2' GC. rw Wida, i.26 II SPECIFICA71ON SPECIFICATION \VDEOT C,;P,D.01, It ®VDOT STANDARD CURES DROP INLET REFERENCE REFERENCE STANDARD CURB DROP INLET STORM DETAILS `-No C:;I,c, lMane 0-coA, 1) NR ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 2 ,,,,.rl" 5,09 f.a 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 233 12'° - 24" PIPE) MAXIMUM DEPTH (H)-9' REVISION DATE SHEET 2 OF 2 SHEET , OF 2 REVISION DATE 302 302 . ir_IIV HuxJ>B II 704.D3 VIRGINIA DEPARTMENT OF TRANSPORTATION V!RG!WA DEPARTMENT OF TRANSPORTATION iO4.04 S1x.=iN r,r::" D.LI 11 F:try aNu ,bi, 2.91 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 5,,P,P,kkd 10" Cedar 5" Ceda k�; 12" Cedar TREE PROTECTIO FENCE (SEE DETAIL) 5" Oak"" I GRAS 14" Oak 8" Cedar. 10" Oak 10" Oak 5 0 / 12„ Cedar III_ 8„ Cedar 8" Oak V SILT FENCE TO BE USED AS 13" 0ak�TREE PROTECTION TO ENSURE 6" C e d a 10" Oak x3 THE 20' NO DISTURBANCE 20' No —Disturbance zone I 1 " Tree r� BUFFER IS NOT DISTURBED PB 3471, PG. 411 PB. 4137, PG. 332 0. 22" Oak 7" Oak 8" Tree x3 8" Cedar R a C10" Oak 10" Oak Hig way ommerc 8' Tree x2 10" Oak I-GGA i18" Cedar 8" 0 a k x 2 /-3-GGA . /-6-NSH� _ 7-NSW-, I-GGA 4-NSH-\ I-GGA---,',-I Building Setback Line 13 ® / O MLC ® n of THIS LANDSCAPE PLAN HAS BEEN DESIGNED TO SATISFY THE LANDSCAPING AND SCREENING REQUIREMENTS OF CHAPTER 18, SECTION 32 OF THE ALBEMARLE COUNTY CODE, UPON REQUEST OF THE COUNTY THE LAND WITHIN THE 100-YEAR FLOODPLAIN AND STREAM BUFFERS SHALL BE DEDICATED TO THE COUNTY AS SPECIFIED IN SP2017-16 CONDITIONS. '" : 9,n1 ry -'ig ESf tih ,Ines �g zkcdkStlY p 1 ty Imam ;,— �� EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY pFRFco LINE HARM YOUYOU AROU DDIGGING, THOSEWHILE DISRUPTSERVYOURSELF AN ENTIRE NEIGHBORHOOD AND POTENTIALLY nl Y BE RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A �g ®/�/�^� I A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 Q I IYlri GETS YOUR UNDERGROUND UTILITY LINES SCALE: 1" =1, 000' MARKED FOR FREE. PLANT LIST QUANTITY SYMBOL CODE SCIENTIFIC NAME COMMON NAME SIZE REQUIREMENTS SPACING TREE CANOPY 7 PE PE ULMUS AMERICANA PRINCETON 3.5' MIN. CALIPER, 35' 7X397 = 2,779 SF. 'PRINCETON' AMERICAN ELM MIN. 12' HT O.C. 8 WO QUERCUS WILLOW 2.5' MIN, CALIPER, AS SX370 = 2,960 SR PHELLOS OAK MIN. 12' HT SHOWN co 3 E� EO QUERCUS ROBUR FASTIGIATA' COLUMNAR ENGLISH OAK 2,5' MIN, CALIPER, MIN. 10' HT AS SHOWN 3X14 = 42 SF. 2 CBC BC TAXODIUM DISTICHUM SHAWNEE BRAVE 2.5' MIN. CALIPER, AS 2X79 = 158 SF. SHAWNEE BRAVE' BALD CYPRESS MIN. 10' HT SHOWN 9 GGA THUJA PLICATA GREEN GIANT MIN. 4' HT, FULL AS 9X7 = 63 SF. 'GREEN GIANT' ARBORVITAE SHOWN 6 WFT CHIONANTHUS WHITE FRINGE 7' MIN. HT. AS 6XI25 = 750 SF. VIRGINICUS TREE SHOWN 3g NSI-I ILEX X 'NELLIE NELLIE STEVENS MIN. 4' HT., FULL 7' O.C. 38X44 = 1,672 SF. STEVENS' HOLLY 19 O NPH ILEX CORNUTA NEEDLEPOINT MIN. 18' HT., FULL 3'5 NA U) 'NEEDLEPOINT' HOLLY O.C. 19 AB ABELIA GRANDIFLORA ROSE CREEK MIN. 18' HT., FULL 3' NA 'ROSE CREEK' GLOSSY ABELIA O.C. TOTAL TREE CANOPY AREA 8,424 SF. u, w I UaK / 3 Y 16" (95% KENTUCKY 31 TALL OR 4"OaPERENNIAL RYEGRASS OR LANDSCAPE CALCULATIONS PROPOSED MULCH STORMWATER / BMP 24" Oak ' '� _ � STEEP SLOPE - PRESERVED (SOURCE: � " �L -+ 7-NPH I� I MSC II II II M CH L - 20' Utility & Drainage _ Easement ® 7B. 7471—,-PG-41 : _ — — — — — — — — — — — — — — — — w GRASS - 0 -h A A T('I II IA K:� gas sob sD5 soy + } ALBEMARLE CO. IMITS OF CLEARING AND GRADING I ENSURE LANDSCAPING WITHIN ISLAND IS MAINTAINED TO HEIGHT BELOW 30' FOR VISIBILITY PURPOSES 50' Ex. Shared Driveway Lasemem (To be abandoned) PB. 3471, PG. 411 PB. 4137, PG. 332 PROPOSED 20' ACSA EASEMENT .......... RE: OFF SITE ROAD _ AVON STREETEXTENSION (S R 742) IMPROVEMENT PLANS (60 Feet Public Right —Of —Way)(DB. 429, PG. 219) (BY OTHERS) sob sob Sob sob Dis D6 auo auo — GIS SHP FILE) TREE PROTECTION OSF FENCE (SEE DETAIL) LIMITS OF CLEARING AND GRADING 4?00 Oak 18" Oak 6 Tree 13" Oak PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT I80LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5`ti PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/I005F. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. ohe Sob ohe Sob ohe JIM J;M J1.M sob oh NOTE BUSINESS SIGNS ARE REVIEWED BY SEPARATE SUBMISSION ffm AALO PE NG BLDG. ELEVATION t t 3.5' CAL. SHADE TREES 35' O.C. LANDSCAPING TO RELIEVE BLANK WALL PROMD®t EROMM, 7 SHADE TREES SPACED 35' O.C. 7 LG. GROWING EVGR, SCREENING TREES LN=QRY FLO AL BJLDING LANDS i t RUM FLOWERING ORNAMENTAL TREES INTERSPERSED TREES OR OTHER VEGETATION PLANTED TO SOFTEN AMONG THE STREET TREES APPEARANCE OF EXTERIOR WALLS ERQVIDED, EMMDED, 6 FLW. ORNAMENTAL TREES 13 LG. GROWING EVGR. SCREENING TREES ALONG WEST BLDG. ELEVATION P AREA REQUWD FROM �`L 5% OF PARKING Z VEHICULAR CIRCLATION AREA LNQ LANDSCAPED W/ TREES OR SHRUBS , 31,271 SF. X 0.05 m 1,564 SF. REO'D EVERGREEN SCREENING PRO-MIUM: TREES MIN. 4' TALL 3,806 SF, INTERIOR PARKING / VEHICULAR SHRUBS MIN, 18' TALL CIRCULATION LANDSCAPE AREA PROVIDED VIp®, 40 LG. GROWING EVGR. SCREENING TREES TREES AT ENDS OF EARM ROWS TREE CANOPY TREES LOCATED AT ENDS OF ROWS OF PARKING PR VIDEDt 10% OF SITE II DECID. TREES LOCATED AT ENDS OF PARKING SITE AREA (EXCLUDING RA ZONED PART OF ROWS PROPERTY) = 80,494 SF. 80,494 SF. X 0.10 = 8,049 SF. REQ' D TREE CANOPY LANQSQAPW OF PARKNG ARF=9 AREA Mm ERQVIDED, LG. TREES SHOULD ALIGN PERIMETER OF PARKING 8,424 SF. TREE CANOPY AREA AREAS (40' O.C.) (SEE PLANT LIST) PROVIDEDt EXISTING TREES TO REMAIN E NEW TREES TO BE Kamm PLANTED TO ALIGN PARKING AREA AS SHOWN ON PLAN SCREEN MECHANICAL EQUIP„ REFUSE AREAS, ETC. VIDED t TRANSFORMER SCREENED WITH EVERGR. SHRUBS LAMMAPNG OF PARKNG AREAS DUMPSTER SCREENED WITH OPAQUE FENCING KQLM t I TREE PER 10 SPACES DISTRIBUTED THROUGHOUT INTERIOR PARKING AREA E SHRUBS TO MINIMIZE PARKING AREA IMPACT ON ENTRANCE CORRIDOR STREETS, 81/10=8TREES ERQMDM- 12 INTERIOR PARKING LOT TREES PROVIDED 31 EVGR. SHRUBS TO MINIMIZE PARKING AREA IMPACT ON STREET. 0 30 60 SCALE r • 30, O N N > QQ o rn O oU LID �Wr O +- = J 0 U) 3: CIDQ c�Ol= �O a C U W � L CH A LE o G C kf 6014 Gx� lONAL J a : DRAWN E3JI-I SCALE DRAWING