Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WPO201800026 Plan - VSMP 2018-07-16 (2)
i midL IFE m AL mY4 I :IIIAre IF 2 F� FOIE CALIBER COLLISION A V 0 N XT ..NS ON A m A��� COUNTY, VI:: Gl\lA 22902 GENERAL NOTES DRAWING LIST: UTILITIES/GOVERNING AGENCIES CONTACTS I COVER SHEET GAS WATER I. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND 2 ALTA/ACSM LAND TITLE AND TOPOGRAPHICAL SITE SURVEY FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION 3 ALTA/ACSM LAND TITLE AND TOPOGRAPHICAL ROAD SURVEY �p CITY OF CHARLOTTESVILLE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY 4 EROSION � SEDIMENTATION CONTROL PLAN (PHASED DEPT OF UTILITIES 168 SPOTNAP ROAD CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON 5 EROSION E 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 E KAUFFMAN, INC. (864-233-5497) AND 6 EROSION � SEDIMENTATION CONTROL DETAILS CONTACT ALEX MORRISON OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 7 EROSION � SEDIMENTATION CONTROL DETAILS CONTACT CHRISTIAN CHIRICO PHONE (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 P ELECTRIC WASTEWATER (SEPTIC) EXCESS TOPSOIL HE/SHE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND 10 SITE DETAILS DOMINION VIRGINIA POWER VIRGINIA DEPT. OF HEALTH LANDSCAPING OPERATION, 16 GRADING � DRAINAGE PLAN CONTACT KELLY MAXWELL ENVIRONMENTAL HEALTH SERVICES 1138 ROSE HILL DRIVE 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL 17 18 DRY POND SECTION SHEET STORM PROFILES PHONE: (434) 972-6812 CHARLOTTESVILLE, VA 22903 REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE 19 STORM DETAILS PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE 20 LANDSCAPING PLAN PHONE: (434) 972-6200 INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. OWNER AND FREELAND E KAUFFMAN, TELEPHONE/CABLE INC, ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS. pF-P CENTURY LINK 4. CALL UTILITY LOCATOR SERVICE 72 HOURS IN ADVANCE OF DIGGING AT 811. 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, LOCATION MAP 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 Q N I N G AGENCIES CONTACTS: OWNER AND FREELAND E 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 E V I S I O N \ / CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22911 CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH TH D vE _ 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 PHONE: (434) 422-9782 AS -BUILT PLANS TO BE SUBMITTED TO ALBEMARLE COUNTY COMMUNITY DEVELOPMENT AND/OR MWENTLANDaALBEMARLE.ORG VIRGINIA DOT, AND ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF BONDS, C�OSS DEVELOPMENT C C ALBEMA�LE) ALL SURVEYS SHALL BE PERFORMED BY A SURVEYOR LICENSED IN THE STATE OF VIRGINIA, PLANNING E ZONING STORMWATER MANAGEMENT ALBEMARLE COUNTY ALBEMARLE COUNTY 9. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO VIRGINIA DEPARTMENT OF 4336 MA�SH ODGE. COMMUNITY DEVELOPMENT COMMUNITY DEVELOPMENT HEALTH, ENVIRONMENTAL SERVICES, AND ALBEMARLE COUNTY SERVICES AUTHORITY STANDARDS AND 401 MCINTIRE ROAD 401 MCINTIRE ROAD DETAILS. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THESE STANDARDS. CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22902 CA�POLLTON) TX 75010 CONTACT: CAMERON LANGILLE CONTACT: MATT WENTLAND, 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 BLANGILLEeALBEMARLE.ORG MWENTLANDoALBEMARLE.ORG 11. THE CNTACTR SHALL INCLUDERICE ALL MAERAL AND LABOR ASOC IATED TESTIONG (214) 614-8252 WITH TONE OF THE WATERINANDESEWERRLINESCONTACTPREQUIRED BYTVIRIGINIA DEPARTMENTS 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. THECONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES OF A VIRGINIA REGISTERED LAND ENGINEE�- SURVEYOR 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 PLANS. F�EELANDALL and KAUFFMAN) INC, 16, A STATE OF VIRGIINIA DEPARTMENT OF TRANSPORTATION (VDOT) ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK WITHIN THE PUBLIC ROADWAY RIGHTS -OF -WAY OF U.S. 742. 209 WEST STONE AVENUE LV8 17. ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY OF AVON ROAD EXTENSION SHALL REQUIRE COORDINATION WITH ALBEMARLE COUNTY AND VDOT. G�EENVILLE, SC 29609 CALL BEFORE YOU DIG TELEPHONE (864) 233-5497 ..re uorp�ww�. A"qa W3 8+.' 9afom Tcx Og qeM� r��l"uuw; SU�VEYO� - G C AEVERY DX� JDa RER A CALL ' ` a,wWm TRES HLE OU 6 SURVEY MATTES, LLC iADE NEE F CAN 6014 HARM YOI nff CR THOSE AROl7•D YOU, DISRU r SERVICE TO AN BJfRE N9GI BORHOOD AT POTEWIALLY BE R FM Re AW RPAR CWS. 107 NILLCPEST AVENUE SMART DI," ME" CAIING 3 BEF;ME EACH JOB NETHER YCU ARE A HOME WEZ CR A PROFE,SSIONAI. EXCAVATCR, ONE CALL TO 81 GETS YOLK LPDEZGROIM 7�16�2018 UMTY � MAR FM � SIMPSONVILLE, SC 29681 SPEET TELEPHONE (864) 451-0176 DULY 16) 2018 N /F UTILITY INFORMATION WATER: ALBERMARLE COUNTY SERVICE AUTHORITY (434) 977-4511 SEWER: SCEPTIC SYSTEM ELECTRIC: DOMINION VIRGINIA POWER (866) 366-4357 Lori D Fitzgerald HYDRA X 416.46 HYDRA T 464.43 7 �\ CITY OF CHARLOTTESVILLE PID: 07700-00-00-01000 I I N /� (434) 970-3211 \ DB. 1498, PG. 287 ''aol I Id / / cn OIPINF IRO IN-REBAR FOUND I Zone: LI �, o / - �NAILF NAIL FOUND \ 29 I a I �iy \ CEN TELEPHONE: RYL NK 1111111 Ipin� • IN IRON PIN SET-5/8" REBAR N \�f X 4�.94� '466.4 1 T ED (434) 207-2508 �oo 11 d I 1 07 142 3.12 • 00 P CALCULATED POINT \462 0 `q I I UTILITY POLE \1 \ CABLE: / I I (� 18" CMP X 466.33 XFINITY BY COMCAST � 7. I I cN N colaolo i/ X 464.45 - 46 \ \ to 1��• I I II I I''I I I`\ ICI I I `.}. 1 v 1 V �I�I I I r�ri /mil/� Inv 464.13.62 7 (800) 266-2278 \ , Ar7*f 1 111 1 \ \�\ \�\ 1 1 I I / I . I III � 466.87 ` 66. 556 00 , III I ��IIa1111�1�1�\ \�\\ �I� 11111 I I I III11�\I;II���II(I'///��4 I // -465-- LEGEND PROPERTY LINE ADJOINER PROPERTY LINE EASEMENT LINE WATERCOURSE STORM DRAINAGE PIPE wtr WATER LINE gas GAS LINE ohe OVERHEAD ELECT IC oWV WATER VALVE 460.8 A \ 1 1'2 \ 462.94- \ 462. -Y\� 2.46 464 1' 1-- \ / .00 18" CMP \ Q.6 58 Inv=462.54 1` \\ 462.59 46 . 8 ZONING DATA ZONED: HC (HIGHWAY COMMERCIAL), RA (RURAL AREAS), AIRPORT IMPACT AREA, DAM INUNDATION ZONE, & FLOOD HAZARD OVERLAY SETBACK LINES: FRONT: 10', SIDE: 0', REAR: 50' MAXIMUM BUILDING HEIGHT: 65', ADDITIONAL 15' SETBACK FOR EVERY STORY ABOVE 40' FLOOD INFORMATION FLOOD 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 FEMA MAP NO. 51003CO288D EFFECTIVE DATE: FEBRUARY 4, 2005 PARKING REGULAR = N/A HANDICAP = N/A P i j l I l �/ I I i I I I I'I I I H\ � I I I i l III I I I I I I I I I � 11 I I ((�( It �/,, - \ \s LOCATION MAP o0,IoINI�la1 hl I a\ \ h I� I I / I I III ///� -13" Oak 466 8 46 . 8 \ " .23 376.72 �� ,C ,00/�I� a, a� I I I \ I I I I IIII III / /III IIII III 1 1111,11 �� /X60// 465. ' NOTES: a (,� l I i Ir., ,�, I I I \� \ 1 l 1 1 11 # III //2� 3 I I I I I I I I I I I I I I I I I I I I I ���� 5°4� SCALE: 1 ,,000' r I I 11 la1 I \ I 1 I I 11�1 1 1 I I I 1 I %� I I I III 8" Oak \ \\ 0 1. NORTH ARROW, BEARINGS, AND COORDINATES ARE BASED UPON VA GRID NAD 83 ESTABLISHED BY STATIC GPS OBSERVATION AND \�\�\\`\\\\�11111�11 I NI\a\\�(I III �11�1I I I �I11�1� IIIII I I / III111111111111111 ►III \\\\ a IIII Grass � \ OPUS SOLUTION. CP I II�I \�ICI IICI al I1 I la1 II II\\466--\\\\l I\�L 2. ELEVATIONS ARE BASED UPON NAVD 88 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION.a a I ,413 X N67\ / / // \ 9.34 367.7�2 �\ , f J /// ///// / -I, \ \ o \� 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS. a 168. 2 3 / I / I / I l la1 / I I �/ / i / / /�/ ////// ///�/ a - I#I11(�J la/ I �� /3////// / � // ,�`,/ A. PLAT BOOK 4137, PAGE 332 RECORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. Will I �/ / al � g / /////////�' / 4 / �X 466.88\\ �g \d 4. CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER C13061 WITH EFFECTIVE DATE JULY 4, 2017 WAS USED IN THE a 1 I / l l l al / I �jS //// / // ///////// s° PREPARATION OF THIS PLAT. /� / / �/ / / / / IIII //// // //////////////////////////// / // \ \\ \ a a 11111 I I I/a/ / / �' / /I I/ ✓/ /// ////////// /// // // / / 468.48\\ �6 \ 15" CMP a a a I I I IIII I I I I/�� / / / /' / / /a 1II / / / / / / // // / / X 467.71/ �j \ \ \ \ \ _ 5. THIS SURVEY MEETS THE REQUIREMENT FOR A CLASS "A" SURVEY (1:10,000) AS DEFINED FOR THE STANDARDS OF PRACTICE FOR a ,� a -411111 III 11111111�1111 1 /��j //�/ / /�/ /� / / IIIIII�/,�j/ !;_//////�///�/////////////// ///// / // \\ \ \�\ Inv-468.09 LAND SURVEYING IN THE STATE OF VIRGINIA. �� l�l II�11 I � / � � / � / / b/ lilll / / / / / / /PED a a a a I I �l 11#111 I1111 III / j��� l l / / /all / I IlIIIII�I //a // //////////////////i/ X 466 N/F `q \ 6. THE AREA WAS DETERMINED BY DMD METHOD. 1 a I i'lll�lll I I III III I'V / / / >j I / / �,/,,///// /// // / // / a Gregory Allen Love s �\\\ o 26 Z I� III II I1111 III# I II� ////���/ / / I Illlllll�/ // /// // �/ /�/ / -N PID: 07700-00-00-01100 ��Qj� \ \ o�n 470. 7. ALL HORIZONTAL DISTANCES ARE GROUND DISTANCES. a a a I I l l ll�l I I III l l / �''f/ / �/ 1 l //a / // // // / /// DB. 2798, PG. 643 Nq 469. 5 '8 a a I I 1111 I I� I 1 l i I I I I IIIII I I //�/��'/' / /�/ / �II I I I I "' II // ////////// / // Zone: HC �8v \ 8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET #A721403244-OOA, FIELD SURVEY INFORMATION J lllll IIII NIllllllllMill,I I II11�//�j��� // 1111 IIIII I�l/ a// /////////////// /// // 46 �g \\ °� AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH a a I� IIII I I / I I I II // // / / / / „- 9\ ° UTILITIES IN THE AREA EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND a a IIIII I I I I I �I I I �I II I III I/�� ;� / /� I I I1 I I� I/ // // /// /// 24 Oak \ l 11 �1111111 IIIII 11�1111111///// /// \ \ 470. 4� \\ \ UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY a �� I III ill I� I I111 II/��/// 46 53 70 3 �,�^ AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. a a IIII III IIII (jIl I I#IIII %�;�t// // /// / 470.6 \ i \ \ II IIII I I I I IIIII II I III ll //��i�i�ll III; //\ \ \ 15" CMP 9. THE PROPERTY APPEARS TO BE IN FEMA ZONE "AE" AREA WITH BASE FLOOD ELEVATION OF 372.5 ESTABLISHED AND "X" AREA ' I111 II III / � /�i�� II III /�/// //////// ///// ��� POB \,� \ o nv=469.37 DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP #51003CO288D; EFFECTIVE FEBRUARY 4, 2005. I I I I11 I I I I I I I I l l �11 1 II111 �/� �-�I 1 11411 �� / /// //// N 3,891,340.03 /1\ \ a 111111 mill I I 1111111 11 I I �IIIW I � !,,��%� 111 111111�111 X 46 �-4469 50' Shared Driveway Easement E 11,485,707.76 /\ \\ 1 111'111 I II�I 1 11111�1 I �IIIll11 //i��� II �l III 111 /�//l ////// / PB. 3471, PG. 411 \\ 4Y .06 10. ZONING PROVIDED BY ALBEMARLE COUNTY TO BE USED FOR INFORMATIONAL PURPOSES ONLY. a �l 11 �1111 l l11111I I I l l l 1 II 1111111111111 I/ ��� i 1 / IIII�1111I/�ll l///// 16" Oak PB. 4137, PG. 332 / \ \ 0. 1 a I I 1111 I I I I I II / / /'1 X 469.29 �N� \\ \ 471 g \� 470. 6 11. TOTAL AREA = 190,876 S.F. = 4.382t ACRES CP 11111IIlI I Ilb'll Iallllllll 111111111�11 11/��//�,;�IIIII//�/IIII// I , X470.19 4 .9 \ \ 9 a I�III�IIII 111 1111i1111' l r11I111 ���/J 1111111///�1111 / // 1 ,�O _ �� 6" Ce r O.C^<V \ \ 12. NO EVIDENCE OF RECENT EARTH MOVING, BUILDING CONSTRUCTION, STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED ON SITE. �lll lllll� Il►lllll111�111111111 Illllll lllllll//�/// �a'� ; //I111111/�I//� 13" Oak 1 X469.28 �� 47 \ \ a 4 III 1l 111 pliljlill�l IIIIII111IX468.16 I \469. / / �Oak- I inf# ppe \ 13. THE SITE DOES NOT APPEAR TO HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. l 1�1 I lI I III I I I 111 I II T- �1I / I/ Ipins Apparent Encroachment--. / /��4\ \ O. °14. NO VISIBLE FLAGGING EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT THE TIME THE SURVEY '7 1111111 I II I I IIIII I I //'//� //�l 111 6 .b1 6 Shed i� ak 1 60 R WAS CONDUCTED NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS BEING LOCATED ON THE SUBJECT PROPERTY. 4 a I I III I I 11 �I I I I I I I 1 III I l l / �/ �� I I �I �� �4 X 469.5y / / - \\ 71. 2 a a ,� 1� II IIIII I I� IIIII I I11 I I I/I/ / /, ��j f� �14" Oak �� \ �o / / „ Oakes \ \ ,-.I I 1 �1 Ip'I IIII I IIII � Ili I III I I I l lll�/ :� 1 `1�1 ' 09 �� _ X 472 32 a I II IIII I I II I I IIII I I IIII I ,� �1 I • �Z \ -�/ / \ '� a I I I I I I I I I I I l I I l I I I l 111111 1 �// /, �i/ IIII 5�.25 a \ I III IIII I I I I rill I I 1�1 II l�l I I I I I11�1 �l /I II ��► / / \ \ \ N L a III I I IIIII I ill I� III Ill ►I� II I I1 / /I // / _/j1 IIIII L „ N \ 7 a W # l I l l I I l I hl I I I I I I► I I I I I /�/� 14 ok l a11111� 11 11I11�1111 I I I Illll�llll I j'lll�l111111 I� lll�l/ l/ /1�j1111�111 ins - / \ / �. _ , / X473.64[�, 472.\ 1/20� N/F I I I I l I I I>l I l l 11111 rI l I �l I I II l I I I I l I I I I 1111 I/ �j I III I �1 y \ / / - 23 / \ 47 O° \ 00 >1 111� 111�111 l l I III 1111 �1111 IIII 11 � / _� 469.48 , 1-��468.90 �� / , 09'E�- // / oa \ \\ \ -�. .\ \ Avon Street Business / e N on PID: DB?611 OPG. 480 1C0 > Ill IIII 111 111 �1 I1#I lI l I 1111I 1�j I I I l►I I I I II 1 I 1 / // /�l /.� I III a 469 / / 5-,' �2 / / / 4„ oak \ \\ \ 1 N ; ° \ _ 1 l I I 1 W/ / -A a � / \ \ � S � Exceptions to Title, Schedule B Section II �, I l 11fi Ili 11�111 I I 1 T111 I IIII III I II �/ _ I I �, \ / / /�\I \ \ -a 7j o, \ Zone: PUD Chicago Title Insurance Company Z a 11 111b1111�1 IlI I I 11111i1111>� II �11 11111 I I 11 I(�111�/I / / // l//� 111111 0 ° / / __ / /6" Oa x2 \ \\\\ s `6, �^ " \ 473.90 File No. C13061, Effective Dte:Jul 4, 2017 IIIII I I II(� I 1► I� 11111�1 / I/ l/ 71 Y N/F all IIII 11111111r I I 111r 11 11 Il 1 111�I11 ll I II I II11 / I //� //� /� // / X 9.20 / / X 47 X 5� / /D�� \ \�'\ ° 0 �� ,A 2.5 Willoughby Property Owner's a a 1 11 111 I I I II 111 l I Il II I l I l� I /a/ // / JI�I / o 0 / 1.8 I 2 \ �x \.54 1-7. (NOT A SURVEY MATTER) g Y P Y all II l�l Illlllll 1lll�llll I ICI 11 111111111 111 111/�1/I // l llll / / / / j / 12" ak�� ,0s- 4�.2 Association, Inc. a I I I I I Ill I tI I //� _ % \ / / / �, f J \ C/0 Real Property, Inc. CP 1 1l 11111 11I11 Ill�lll l ll III111 11 /1 / ///1/, // 401 / 470.16 -470 8" Oak -�/ / / / / / / � �7\3.79 \ 4� 3 8. (SURVEYED ACREAGE IS SHOWN HEREON) PID: 076M2-01-00-00060 a � i 1111111 l 1 IIII IIII I I I l l I �l l l� l l l I l �I I �111 1 ��/�� X 475.53 �. \ \ Z DB. 381 : PG. 193 ill I II,,1 Ill ll II III Illl II 111 ll I l 11 llllll ll / ////// �/ 7" Oak \ Ipins X470.31/ \% o� \\ \ �i o \ 9. Easement granted Virginia Telephone and Telegraph Company recorded in Deed Book 426, Zone: PUD Y o I 111111111 1 11► I l l 11111 111 I I I PI111 111 I I l 1 �l 111I111 1 I l 1�1111 /1 // �l ll l l / / / / \ a \ \ o \ page 486. (NO POLES OR LINES ARE ON THE SUBJECT PARCEL) \ a 111!'llll� I �I 1111 1 I 1 III I �I 111111' I l 1I III /� /�/ 8" r / �' w ^ a 1�111�1111�i111 111111 II111�111�111 I III 111 I11111 1►I I11, ljll�lill�lll l l�l�ll/IfI/bl////� / -7 12" Oak;/'� / / • // / 1474.92 / 4j6 \ � � \ \� \ �\ \ \ 47 � 10. Release of rights to claim compensation and damages for the construction and maintenance �llll Illll 1111�III# I 1'l11 111111111► y11�111�111�1111 �11 111111�1111 111//a////�/ / Ipinf #5 capp 47o. 2 / G8/ Tree // / / N \ \ N m 9 of State Route 742 granted to the Commonwealth of Virginia in Deed Book 429, page 2,9; I I11 I I �I I l I I I I ICI l l I IIIII /I /� / 0\ // / / / / �"� a ,�1 \ together with related drainage easements. (CURRENT PUBLIC RIGHT-OF-WAY SHOWN HEREON) i a 1111'111,11114111 I� 11111j I I I ��Illl I I Illlll I I I III I Illl lI hJ / 8" Cedar X 474.30 / 4" Oak x3 �\ �:4ua�7 - 4X'A.81 W a I I 11 l I IIlllll l Ill II 111111� I I I 1 11 Ill II I 11111///�/ Oak 3- / / X 472.25 12" ree / / G� 11. Release of rights to claim compensation and damages for the construction and maintenance � �1 I I IIII l ICI IIII I I I II 11' I I IIIII II Ifilll I a// / If Grass / �� 54 • f Interstate 4 granted nCommonwealth f Vir ini in k 44 4 n 1111 I�I 11 1�1I1 111 I 1 � 1111��II1�1 1 111�111 111�1111�11 10" Oak � / / 4 N ,� o to state 6 gated to the o Virginia Deed Boo 6, page 92 and O in Ilfil IIII II I 11 I II I I Il II Il (/ I 12" Tr l i \\ Sc \ \ Deed Book 523, page 298; together with related drainage easements. (DOES NOT AFFECT THE o 11111 111 111�1111 IIII I l 1111 111�111 II 11111 Ill I 1 �1 1�I11 II I I II /�// Tree- / 471.00 I / / 47 .40 \\\ 1 \ �' \ a1 I l 1ill �1111 III 1 1�111i111 III 11, I ► Il T l �I II111111111 �11 II Illllll�/ 0 \ / I 12" Tree 12" Trpe I 3" Cedar \ 4 \ SUBJECT PARCEL) I II lllll1l l I N Il6lIIIII I 1 111111 II I I IQlll 11II IIICI11 b //. / \ I / 1 \ \ \ \ z ICIII III 11�111�1111 I 111 111I� fI ►Ill III I IIINI I# I 0 11 -' 470. 1 X 470.66 \ / \ 18" ak / \ Ncr \ \ 47 8 12. Terms, provisions and conditions of Declaration of Easement and of Shared Maintenance and a I 111 Ill 11111fi1 I 111 111 II 11I11 Il I I II IJ11ll1/ 22" Oak- V \ I \\ c'' \ \ 4 4 9 o recorded in Deed Book 3471, page 413; together with the maintenance thereof. No liability is a '11 Illl�llll#II WIN 11111111 I' Il l II Ill�ll 11111111�111�1 �l 111�111111� 11 1// //� / \ I / 1 X�75,83 r �\ �c7: \ \ \ 476. 4 .78 assumed for the non-payment of cost set forth therein. (AFFECTS THE SUBJECT PARCEL, a \ l 1 1 11 I III # N 1 I l I II 1 l 1 I I l 111 11 I 1/ / I I \ EASEMENT SHOWN HEREON C a IIII IIII 11 I 1 I o I I l Illl ll l I I �1111 III 1 11 11f111ak / \ \ I If 2" Cedar Ced r \ \ 75.8 47 58 ) III II l►� 1 11�1111111 I I IIlll l �1 q X 4T3.86 _.�4i°` l 111 111�I111 11I 11111111 l Llll �lllll 11l 1111�I11 l 11 �/ // // /// 8" Oak -� / \ \ \ 474.95 47684 .87\ 13. Rights of upper and lower riparian owners in and to the use of Moore's Creek and the STEEP SLOPE I I I I I I l lal I 1 141 I I l�l 1 1 1I I I l 11 }� I I l l ll 111 I/l// X 0.92 \ O \ I I / \ \� \ \ natural, continued, uninterrupted flow thereof as shown on plats recorded in Deed Book 3471, OVERLAY AREA a ICI I I I l I l I 1 III l I I 1 I o 11>j1I I I I I I I I I l I I l I 1 I l� 1 1l �I I 11 111///�/ / /// , _ _ %� \ // \ 3" Thee \ \ I I \ 4 .70 `J ,� \\ \ o \ page 411 and Deed Book 4137, page 332. (RIGHTS ARE UNKNOWN, 100' STREAM BUFFER SHOWN a � 1 I l 11 I .� I yr I I I l I I I I I M 11 I l 1 11111 // / /// // 6" Cedar \ \ 1 ^ \ N 4� 1 I IIII III I l 111''' 1 I I �� I I I I 1111 I l I I �I / //�//// / //� / \ \ I \ ,� \ co Crete Pad a 01 \ HEREON) o^ a I �I I I111 I 1 I, I, Ij I l l I I I �l I I I I l> l l 11// //JJ,,/ // // /� I \� \ \ I 47 8 6.30 \ 47 . q' a I ll I ll l I �l I I l� 11 Il ICI I i I l �I I o I l I� I Ill �111 l I I I1111 l I Il 111 �111///// �j // l //////� // l 1�12" Oak 13 Oak \ \ I I / I 2" Cedar / - Oak 87 4 5. ° 14. Possible shifting of boundary line along center line of Moore's Creek, as shown on plats •ti I I l l I I IIIII ll I IIII l l I III/ // / / // / �71.13 \ \ \ / X 47 .42 0� \ \ 477. 4 5.8 r recorded in Deed Book 3471, page 411 and Deed Book 4137, page 332. (CURRENT SURVEYED �1,11111 �I l l 11111111'I �� l l 1l 1 � I I l I l l Il l I11I l III/ // �/ / ////�// /I�` I I I 20 No -Disturbance Zone �4" Tree \ \ 1 I / /��' \ \ N 90 0 BOUNDARY SHOWN HEREON) _ I I I yy l 111 I lj l I l l 111,100 l l l 1 l 1I l 1/�11 I I I PB. 3471, PG. 411 IL14" Tree QI l l rn 11�I 1 -fI l l I l 11 / / q////�/ // / 1l I I 1 ICI \ PB. 4137, PG. 332 0 12 \ Tree estiny of Lys chburg, 11 / r 79.01 �' \ 15. Easements ranted to the City of Charlottesville b recorded in Deed Book 658, page 744. CP 1111 � II �11 ��I11 I o4111111 11 yI�////�/ / l 111 I II I I 11 1 471.22 10" Oak \ - - - / / / o \ 9 Y Y P 9 °! a I �? I I I 1 111111 I fi II 11 11 1111�///r/ // / / ///// I/ I 111�� I 15" Oak \ f?ID: 07700 (�0 00 011�O / • r \ �.� \ (NO LONGER AFFECTS THE SUBJECT PARCEL) a a �11 o ll II pl 1111�111 I I II II Illy// //�//// / I I II�1111�11 11� I \ 10" Oak 12" Oak \ DB. 4137, PG. 325 I 3„ Cedar 30 <o,�( \ o a a W I II l �00 I 111is11 I I 1 11 N �I111 /l��//111/l 'I/ IIII 1 III I cfl I \ 10" Oak 11 1 0 I Zone: HC & RA I i \ \ N 16. Terms, provisions and conditions of Boundary Line Adjustment Deed further recorded in Deed 1 ``� �11111 N 1 1 1111 I ^/// // I 11 I II I1 �� /'� \ Area: 190,876 S.F. I X 476.23\ `% 1 k 41 (CURRENT BOUNDARY SHOWN H R a a 1111'l l l o 11l 1 I M 11I 111 1 I IIIII//////l l lllllll111#II I �I I I I I I I I I I 1 � I I OAk X 471.28 \ \ I or 4.382t Acres / \ I 47 9 Boo 37, Page 325. (CU E BOUNDA S O N E OEN) 1 � , � III I' � I l I 6 77 80 a a z ` 1j1111�1 Ill lll�l�l �I1111VI1I /1////J/ I/I>'1i114111 11 I II11�11 " I / / �. / / I 7.1 S III �o II Il 1 I// �.' / 11 ,4 I I 1I� I c° III o a� i I 20' Utility & Drainage 17. Rights of others in and to that portion of the insured property lying within the bounds of a a a O 111111 n I o 1 I I III a / 1 11 I'`' 1111 1 11� I r1 I I I I �� �8" ` / Easement 78.9 1 m New 50' Shared Driveway Easement as shown on plats recorded in Deed Book 3471, page 41 1 rl rn I I / /I I I III I I' ► f9 \ �/, ,ik 8„ Tree x2 \ a I / / / / I \ a a a a N IllilII�l CO llI I I ///�11IIIIII If►c° I II I1 �.1 I II 1 / / / / / PB. 3471, PG. 411 48 �4�\ \ \ co and Deed Book 4137, page 332. (EASEMENT SHOWN HEREON) �l l l� 1i I 111�//// / I I N n I I I I o I\ / / a a Q #I I l l ' I l l l I Ill 11 Jill I111 I I I I I II11 I X 471. 1/ / 1 18" Oak x2 \ �, X 471.2$/ / / / / / \� 478.03 I ll�l I l ////II l II ,� 11�1111 111 I II I11 1 II 1�1 I �/ / Apparent Encro chm nt / \ i 18. Rights of others in and to the use of 50' shared driveway for ingress and egress to and l I l I l l l �11 I Grass 8" /ree x3 \ / / / / / Concrete idewalk CP - a l 111 / / IIII I 1114I �I1 I I 1 i1 ,I LI 'f o from State Route 742 as shown on plats recorded in Deed Book 3471, page 411 and Deed Z ' 11 1 ��11/ // l 1 I I �I I I 11111' I I o ! 11�111 1 cd 11 11 �11 a 5" Oak / \ F / / / / / / / / pi s \ Book 4137, page 332. (EASEMENT SHOWN HEREON) P1111 Jill / I I I 11� I III I I / / / o 0 �111► I 11 II// I� III► IIIII III ► II�I�I I .III II 11 I I II a I I 1 lll�1// 1 I I� I11�1111I I II soil I I I I I I 111 �• I I 1 I� 11111 111r1111 1 1 5c/ / / / / Ipinf 1" 0 7 \ X 7�' 19. 30' front and 50' rear building restriction lines as shown on plat recorded in Deed Book i l I I I l I 111 I11I I III I I I I I I �111 i i 1111 N 11111111�1 1111�1111 11 11 �' 14" Oak \ / / // / / 6" Oak / \ 778 13 ° 3471, page 410 and 41 1. AFFECTS SUBJECT PARCEL AS SHOWN HEREON Il�l11�111// 111111111�1 I�1 1111111 II 0 111 I I 1 ���11 II I I 1 11 �� X 471.37/ X 71.6, / / I I I I Ni I� 11 I II r1 I III / / / / X 480.39 \ 47 . 5 P g ( ) �11 1111111 I I 11111�111I1�11 � �11�111�11111 #IIIII 111111IIIII I �\ s \ o / / / / ��\ \ 20. 100' stream buffer as shown on plats recorded in Deed Book 3471 page 411 and Deed IIIIIIIIIIIIIIIII I I'111�11111111111>111����� 111111i111f1il11�1111�11�1j�� ICI I fi111� I - / �� / / / // // / X�i6.85 4,> Oak1 // / \ \ I IIIII 1 111�11 It I II I \ d / / : ji ^�\� �4 1. 9 / Book 4137, page 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) IIII I I N �I 1 I �►11 I JI � 11'N � I 11 141 I 10" Oak \ // / / / \ / E 111,485,5 .24 \ ,� �I /\ / / Boring B-1 i / / I 1 I I a #I 1$ 111 I1 �'' I I I ''I 1 ,11 Oak \ I //\\ \ \ \ 21. 20' no -disturbance zones as shown on plats recorded in Deed Book 3471 page 411 and 1�a1�1111111 111 / o / / I \ \ o I11i111 �� col 11111111 I8" Cedar \ / v /'��\� X 481.4 \\ \ Deed Book 4137, page 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) 1 � I a \ I / � / / -8" Cedar / �X� 486.47 \ 3j39r 11111�1111 11 11 \ o i X / / Boring B-3 .��� j// j��� j j��� \ 22. 10' parking setback as shown on plat recorded in Deed Book 3471, Page 411. (AFFECTS a 471.8A 8" Cedar a \ 8i�:����•�� \ 4 2 ?2' a \ ' I X 472.41 8„ OgYc / �qJ 992 i i� �// j/�� p� / 81 \ SUBJECT PARCEL AS SHOWN HEREON) 0 w `� \ 8" Oak 116" Pin - / /ice/i�i ��i �/i/�487.02 \ \ i 23. New 20' utility and drainage easement as shown on plat recorded Deed Book 3471, page lam\ \ 1 /i///�a� \ \ \ 411. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) \ \ 12" Cedar \ X 471.60 \ I 5" Cedar _,X 4 g��'/ii/i i����/ N/F \ II \ 24. Matters disclosed by and set out on plats recorded in Deed Book 3471, pages 410 and 411 Q rn �14" IPine / �2-�f /�/ Nab N/F \o \ and Deed Book 4137, pages 331 and 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) Avon Holdings, LLC \ 16" Piney / / / / / / X 469.4 // //i/ /-t�8 i /j'1'487.10 Avon Holdings, LLC \ `� PID: 07700-00-00-011E0 \ \ 1 / / / / / / /// DB. 2872, PG. 510 0 \ N ��� // / / -� / / // PID: 07700-00-00-011E0 \ \j 25. Terms and conditions of agreement with the City of Charlottesville as set forth in Deed r / / / / / / / DB. 2872, PG. 510 \ Zone: PD-SC / X 47 /��j / j $,L g� / Zone: PD-SC book 658, page 744. (NO LONGER AFFECTS THE SUBJECT PARCEL) / Ipins i i/ �� n,/ // / / / / TO: CROSS DEVELOPMENT ACQUISITION, LLC \ \ \ X 48 .36 PARCEL DESCRIPTION: 470.9-`1 �_���i �ii/� 1 /%/// 4 _ _ // CHICAGO TITLE INSURANCE COMPANY X `5�� %�/ i� 9�i�i i X 483 68 ALL THAT CERTAIN PIECE, PARCEL, OR TRACT OF LAND LYING AND BEING IN ALBEMARLE COUNTY, VIRGINIA, AND BEING MORE PARTICULARLY DESCRIBED - �� �i�ii�i %� THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN AS FOLLOWS: ��� �i�%� ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE AH OF SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 2, 3, 4, 5, BEGINNING AT AN IRON PIN ON THE WESTERLY RIGHT-OF-WAY OF AVON STREET EXTENSION (60 FOOT PUBLIC RIGHT-OF-WAY) HAVING VA SOUTH ZONE 481.55�P GX 6B, 7A, 7C, 8, 9, 11, 13, 14, 16, 17, 18, AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS 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 IRON PIN, THENCE N57'42'26"W A �� �� COMPLETED ON AUGUST 10, 2017. \ / ( ° � s 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 CENTER OF MOORES CREEK, THENCE \ \CD ALONG SAID CENTER LINE N57'11'15"E A DISTANCE OF 51.96 FEET TO A POINT, THENCE N81'28'47"E A DISTANCE OF 54.89 FEET TO A POINT, THENCE o NICHLicense No. L. MANSFIELD \ N55'45'06"E A DISTANCE OF 70.70 FEET TO A POINT, THENCE N51'48'15"E A DISTANCE OF 84.44 FEET TO A POINT, THENCE N40'17'05"E A DISTANCE U Licea OF 124.94 FEET TO A POINT, THENCE LEAVING SAID CENTER LINE S56'00'47"E A DISTANCE OF 176.28 FEET TO A 23 INCH OAK, THENCE S33'12'46"W A 3269 \\ \ \` \ Inv CMP DISTANCE OF 230.95 FEET TO AN IRON PIN, THENCE S57'42'09"E A DISTANCE OF 65.00 FEET TO AN IRON PIN, THENCE S32'17'51"W A DISTANCE OF <" NICHOLAS L. MANSFIELD DATE: 6/18/2018 REGISTRATION #3269 'N Inv=482.64 75.00 FEET TO AN IRON PIN, THENCE S57'42'09"E A DISTANCE OF 231.35 FEET TO THE POINT OF BEGINNING AND CONTAINING 190,876 S.F. OR 4.382 VO F * l ACRES MORE OR LESS. SURv THE WORDS "CERTIFY "CE rlES" OR "CERTIFICATION" AS USED HEREON ARE UNDERSTOOD TO BE AN ��48 83.70 EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, BASED UPON HIS BEST KNOWLEDGE, INFORMATION AND BELIEF, AS SUCH, DO NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED. W U J W CJ� W oc CIA LU U o 0 � Z � W CQ G % p CZ LU .-. ZD Q E `O U J z I- C) z LU LU 0 00 O N Z 0 Q W x z7 a 7, Q c Z d d w 7 W V) O l� DRAWN CHECKED BAC NLM SCALE: 1" = 30' 0 15' 30' DATE OF SURVEY: AUGUST 10, 2017 DATE OF PLAT: AUGUST 16, 2017 PROJECT NO. 17-099 2 SHEET NO. LEGEND PROPERTY LINE - - - ADJOINER PROPERTY LINE EASEMENT LINE WATERCOURSE - STORM DRAINAGE PIPE wtr WATER LINE gas GAS LINE ohe OVERHEAD ELECTRIC 0WV WATER VALVE �vo HYDRANT ®PINF IRON PIN-REBAR FOUND I 1NAILF NAIL FOUND • IRON PIN SET-5/8" REBAR IPINS •CP CALCULATED POINT COL.) 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 GPS 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 HE 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 = 190,876 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. X\459.02 co - - 1 - -- -A-45.1- CD 00 10 \a I I I I III" \ \\ X 76 3 \�,�474.95 X 474\30 \U72*52\'/,qo V O Co 08��6" oak \X 476.42X 475.83noI\��• \y � 474.9200I I I ICO 3 Cedar\ roll I I I I a I I I Wa o \ \ I'll\ op�'�n� �C \ 2" Ceda \\��j \\ \\ \\ X 47 .64 \� \ X 470.19 (b lie X 475.5Nco � \ c� 71 -A II�R�o ��� ao " 11 2„ C j j/3 Cedar 10, � � I 1 �w X 80.3:, m a 9. 4" Oa x3 -/a 487.57 X 481. {+3 -�-�7�bcik/ `� L \ a �' aulq }aS 6u!PI!n8 pVC -88 ` 0 - - - - - - \ �� 00 / / 12' Oak j 6" Oak x2 I I I v �4 0 ' 4 L �, 487. 4a80.7 o�,// 475.4 auiq �la�9S 1p-jD Oa �' I ,\ �� ak 4 �4 4 - g� 3>, Oa X 487.67 /53.85ar S3 ' 15` 58" / 473.79 i��' 3�O I X 488.62 \ 486.9 - / / y • - --/ 4 4 / \ - __ _ - - \ \ \ \ \ \ \ J--- - -- -� _/ - 4�19 \70.6 / 2.60 C ar ; �X4�-46�_ 4 468.48,/'� \ �\4 \ \ \ 4�2 ---- -J �- - 7,X--_ - X 489.61 88.08 \ \ 70- I�' \ qjn uo >97 ---_ 474-----� �G- 1 0- 1 \ ` �� 'cp ; . �v 0� ayo 0 9 Z - }loy sV }o a P3 ` \ X 48`� 21 6' s v' r' �i � o Rid' d'� `\ aj > R > j DM-10-1 o ip '6� G (6lZ y0 489.91 / Z*LS; 2i�s K01sN31X!1� His NOAV i i wiim_ _ _ 4 ' �u� ---_-fit-- _ - � �- _� �-- 47 � 47� 473-, 1�G�- -�,- r- � � - -- \ a}M = ---� 7 y c�--- �78.42 8 `- 7 - 476- 4 -472� -�471 >> -468-- X 489 0 `� 487. 4.81 - 482 a3 � ` --479 47 �'18 k 47 47 4 X 47��3 475- 4�• lj X �, 5 @ - 6 jg -_�8 4 48�.5 5.16 g gas s �S ?�0 5 1=yz - -469'- 6r46i4T8 t3�C 47�.�0_4744736- -490- X 489.7P o - - - - X 480.22 a4o�P ohe9� ohe X 490. /4 1 / X 8 4 1 / X 484.04 X 481.36 - - - - - - - - - - - - - a ° 47�0 - - - - L X J. W 488. 2 cP �4L 50 Q`� ayo L a ayo ay ayo ayo ayo ayo // Cn J oh�4 \ \ ohP ' X 484.92 X 483.7 ayo ayo � nCO 88. 1 wv X 486.45 - v a ova � C � Woo �� ti -o �� b La i0 / Boa � a Q a 0)a oc .G) co o� 0 0.3. o� n� 0 V72.52\4/ o' �' X 464.45 co ,4.474.95 X 474\30 Gr ,A.V ocvtiwQ��76.42 �X 475.83�\X 474.92 3 • \\ \ \ o 2" Cedar ��j \\ \\ \\ X 47 1.64 \\ \ X 470.19 \\\ \\ X 475.5N\ I I \ I I f • 1 � vo � I 2" Cedar /3 Cedar o^� I �2 Sad 4" Od x3 Cq aulq �l�}aS 6ulplln8 v �G' lion / 12" Oakj 6" Oak x2 I I I o cn v c� _ Oa ^ ))4 oa `" a 0 a ova 462.94 / 475.4 aui� ilooq}aS bullJD �4" Oa I466 7 464.43-� 46 464.01 -ak �3.85Cedar / S3 ' 15' 58" / 473.79 ����' 3�p� 3„ IOa X 4 7.86 �6�/ �� 42 �6 - __ C or_ 7-470.67 468 48�� 4 2- ---- L2_60 -J _-, -46�53 4 _may -_i ____�J 6 X 466.3 \ - _ - _6 48 1465.86 / 47 �- � 47a� -- �s..QQ -- - ��_ 6 -- 6�656 I \ \ \\ s (6lZ 'Jd '6Z� )(�°M-�O-}y6i qnd }aad 09) \ q c� 2 \ o �� \ �/ /J / �Collvl / Z*L '2i S) f�01SN31X�1711 �33His NOAV 475.41 / 47 - o dsV o a / _ - ' J}M M JIM J}M j a 4 d�.11 442.93 442.00 X 440.63 X1 50.�Yi7 J 4)5.4 442.97/- X 441�/-"1� _X 440.31 �47YZi�-�__-_� �X�41-Q�--C 439.71 7� 446.11 f3 - 5 1=A = ----- f . r467- e / / / / /� JIM /. T �� D�k - __ 473 194 47 -472� -4471 > / 7 i / / / / . - +� / o�� o�� 9" 475- 474- 473 _� -468-- ( - W wtr / / / / 445.94 7�3 X Y, 5 Y 471.0 6 s -46 46 -- - - wv wtr i ai ayo ohe -69�� ��-6T23 6 \_-$3- ---- ��g. _ - _ _ _ / / wtr wtr/ / wtr �P ohe - 4 _ _ __ _ a o - - ayo - - r - - - �\ - - - - e- O 11-e - - 4e-- `� `�f��-��6 a ��-�_��J� ����� `� / wtr �WV y � LT ohe oh Xo,L =�� = - ��_-_- _ -_ rn n // 1 X 462.77 �462 a C, a cb %? c\ry X 462.70 X"1462.1 4 o V a c�,n X 462.37 6'�-460.06 < 4 9.59 moo o� cD /�-A X 459.21 �458.�8 X 457.03 \��� �454\\ > X 45� 46 0\ /-v V S C.,, a // °� 4 9.60 X 455.69 455 � \ rn rn�v A (Cq 51 . X 54.23 X 453.24 �C� \ ob v� \ C.c�o 'D \ N X 45�'.�845 ZrCb o� n� 0 OP <4t�� o cl NICHOLAS L MANSAELD License No. y 3269 SURv E': W U U W N LU O Z 7 U U W CQ G % U p W , -- O ZD Z x �J �� CJ J v1 °0° >� U) � z O z ,- w U) O w U 00 O N 00 0 Q) w xz�: w Z Ui W O rs.�OQw� a W DRAWN CHECKED NLM NLM SCALE: 1„ = 30' 0 15' 30' DATE OF SURVEY: 2/11/2018 DATE OF PLAT: 2/13/2018 PROJECT NO. 17-099 3 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 is 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 is STRUCTURES. 4. COMPLETE MASS GRADING E 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. 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 STRUCTURE TO FINAL CONFIGURATION. (RE: DRY POND SECTION SHEET) 10. INITIATE SWPPP CLOSURE PROCEDURES WITH ALBEMARLE COUNTY AND VDOT. II. INSPECT ALL DOWNSTREAM STORM PIPES is STORM WATER 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. AMAAIU 0W0 GOM& iDONSTRUC" ND7ES FOR 610" AND SEDI�I N VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK CODING SYSTEM NO. TITLE KEY SYMBOL 3.01 PLASTIC SAFETY FENCE SAF 3.02 CONSTRUCTION ENTRANCE (�) on 3.05 SILT FENCE (�) SF 3.07 INLET PROTECTION (�) 3.09 TEMPORARY DIVERSION DIKE DD �- 3J4 TEMPORARY SEDIMENT BASIN SB <Z� 3.15 TEMPORARY SLOPE DRAIN TSD TSD 3J6 PAVED FLUME PF O O y 3_I8 OUTLET PROTECTION (�) ga 3.19 RIP -RAP (W/ FILTER FABRIC UNDERLAY) (�) mo 3.20 ROCK CHECK DAM CD 4 3.29 SURFACE ROUGHENING (�) �* -& ► 3.31 TEMPORARY SEEDING S �� 3.32 PERMANENT SEEDING PS �-� 3.35 MULCHING (�) �� CONIRCL RAW, 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 MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA CODE 9VAC25-840-40 EROSION AND SEDIMENT CONTROL REGULATIONS. I I 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR I 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. I I I I 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN 1 1 I 1 I INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW III I OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY I I I I EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE I I I I I I PLAN APPROVING AUTHORITY, � 1 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL I 1 1 t I � I I EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. * I 1 I III I 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL 1 I I MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE I 1 I I DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. . I III I I 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED 1 \ \ I I\ \ I\ \ \ FILTERING DEVICE. I \ \ \ \ 1 9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES I I \ \ \ \ 1 PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY I I I \ \ \ \ \ NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE / III I 1 \ TS � � ; L EROSION CONITROL DEVICES SHALL BE MADE IMMEDIATELY. I 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW I I I I � I I I� III 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. \ I � \ I I I EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, I II I I � � I ) WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF 1 ( / ( ( COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. I 11 I I 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION I I I I I I I I 13-301 OF THE CODE OF ALBEMARLE, III I III I I I 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER I I I I I I I I I 1 EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7100AM TO 9:OOPM, I I I I I I I I I I r 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER I I I I I ° THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO I I I I III I I PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND I I I III + DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. I I I I I I I I I 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR I I III \ i CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE I I �, : I I I I APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN I I I I 11'`� REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION 111 I i 1111 11 I III l ` OF THE PROPERTY. I I I I I I J( 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. I I I 1 I I 1 I I° SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO I I 1 1 1 I I I \ FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL 1 1 I \ \ v, WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY 1 I I I I I III o� TI-ROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE I I \ I I I APPLIED AT 8OLBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE T I I I I COUNTY EROSION CONTROL INSPECTOR, IIII I I I I 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, N /F 1 I I I I I I ° AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT o l d i n g s, TLC 11 I l i I a 90LBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER 00-00-00-011 Eo I I 1 1 SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT 372, PG. 510 I I 1 1 MIX, PERMANENT SEEDING SHALL BE APPLIED AT 18OLBS/ACRE AND CONSIST � e ' Vacant D-SC I I I I I 111 I , OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR 1 I I KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/IOOSF. I I I 1 I II ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL � I 1 I I II 1 19. MAINTENANCE; ANCE: ALL MEASURES ARE TO BE INSPECTED ONCE EVERY (4) I I I I I III ` BUSINESS DAYS OR WEEKLY AND AFTER EACH RAINFALL, ANY DAMAGE OR U I I I CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT 't I I I I 1 TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS - \) � I - FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN __ __� "\ I (3, NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND - - - ` �-;' DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. � � 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE _ � � \ REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE Apparent E n c ro n t ` 77 SCiL * * ... .... "I"I110 ,\ 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 122 ION -WE ONLY) PERVIOUS/ SEEDED AREA AT COMPLETION 5.16 1o1�srtE orLn - � ALWAYS CALL BEFORE YOU �� DIG ��� /11 6.01 I& o� / ,1, "`�""`"""'"""" alk.d easy illl pots r .0 Ionso fo marhetl AND helps Prclecl you Iran mlary and expense --^ r. Site Digging is No Accident Always CM 811 8el"m You Dig FE/�j *STATE ROUTE 742 ROADWORK HAS NOT BEEN INCLUDED5 "..g.I. °°•^^ ' B1°�^ °° "" q aa,mm,a�,a�D ema �� a, j�N WITHIN THE TABULATIONS PROVIDED ABOVE. -� �_ \ S /� �k��\ \���J� � �lQ _ U ) Use: Kes 1 Hen u 1 a 1 EVERY DIGGING JOB REQUIRES ACALL -EVEN ��\� ��e- - ` � ,, FS SMALL PROJECTS LIKE PLANTING TREES OR ���'4\ \ \ __\ /1 SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY �kco \\ -4- �+N I REE LINE WHILE DIGGING. YOU CAN HARM YOURSELF /___�Z�� ���_,� \\\\\--\\\ OR THOSE AROUND YOU, DISRUP '�, _ -�--_ _ \ \\\ \\ AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RY �� 0 \__ \ ��\� \\���\ \ 14, RESPONSIBLE FOR FINES AND REPAIR COSTS. G \\\\ \ \\ \ \ \ \\\ \\\ - ` SMART DIGGING MEANS CALLING 811 BEFORE 9S \ \ !y\ \ \ �\ may\ \ \ ,,, u, ,r, ,,, ,r, * EACH JOB. WHETHER YOU ARE A HOMEOWNER OR -��\�\\\\\--\\\\\\\�\\\ \�\ A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 \ \�\�Y,\\�\�\\.1,�\�\\� \�'�\Zk\ � � `� * GETS YOUR UNDERGROUND UTILITY LINES SCALE: 1'�=1, 000' MARKED FOR FREE. ,��� .,�j`��,y�� \\ \\\ \\,y �\ \\lam \ \ plc \ ��\\J`\ \�Y �L �Y �L �L �L �L 4 \ \\\\\ \\ \\\ \\� \\\�_ _ \\ _ \ _ _ \ \ - \\ \'� \ \\ \ \\ J'\\\\\\\\\�i\ \\tea\ \�\�\�\\�\��\\u\\\ \\\�`�\,� .v v v v �� �\ \ \ `�� \ \ \'`%< \ `b'�\ \\�`\ \\ \\� _ J` \ \� \ ,,, \plc ,L ,L J� �L ,L ,L �L �L Ji IV 1L �Y 1L l ��= �� � 0� ���-�\ -- - � \\ \\\ ,-- �,y\\ � \\ \\\\. \\ �\\ \ \\ \�\\\�\� ,\ ��� �A � \�� �\\\� \ y y y y y y * * * w * err. ���� ��_ _��� \ 4 \ \\ \\ �\ \\ \ \�k \ aa� �Y�\ _\plc \`� _�`1�\ �` \�3'� \`D'�\_�\\ `� \�'\ \'`>` \ \ \ �Y �Y �L �Y �Y �Y �Y J� J� �Y + _ _ _ _ _ _ _ _ \��� `������������ 0 � �� \\\ \�\\� �\\�\\�\\�\\� `��\��\ \,\�'��\�_�_-_ �\�_\\�\� ��`\��vk \mac\\� y y y y y y y _ \\\\ \ _ \\\-\\\\\\\I� \_-\� � ��\\ \,��\:�\\\mac\\- \\�\ \\\�\��� ��Z:�c:�-�����\\��\\�\��\\� \�- __ - - 6� v v v v v w v v ��\��\\�,���� \�\�\mac\\\\\\\�\\�k\\ \_�_� \ \\ \\\\�_�� �� ��_\\\ \_\\\�\�_\\�\\\�\ w�� ��\��\ w w w w w �v� I \\�\ \- - - �4 \\\ �� `�\\\� \\k\\\\ \� \ \_�� _�`'� �\ 1cf- _\\\\_,::-,�______ �\�_-� � ��\\_emu \`-`- �\- *\ , �Z ' � \-` - �� v v v \ \\ \ \ \ \ / ���0 0 ___ -- ����\\\\ \\�\\\\�\\\�\\\\�\\�\� \�\,,\�_\\\�\\mac �\ \\�_��\_���_������ \� \� ��\�_\�� 1\y�\\�\\ 40- \\ \� ��� \�� ��01 � �I �� \\,%\ \Y�\ .,\ \`�\\ ' -\ \ \ Y, \ \ \\ b \ .. \ �, I I I y I �� \ y // v, - \ \ \\\\� ��-_ -cam -\ \\\ \\ �\ \\ \� \\\\\\ \ \\\�\\\\\ \ \\ 4�\ I 1 I I 1 I I I I ` \ \\ \�\ 'i\ \\\\ \ P I D: 0----_\ \\\ \\ \\\\\\\ \\\\\\\\\� \\�\\\\\ \\\ �\ \\ - \,- \, 11 i I I I I ICI I I � \\� \\�\ jam\ W �?\ \\� �� \� \\\��W\ �\�\� \\\\\�\�\\ \\�, 111 \�1_< �\�\�'�\\ �1\ r� �1 1 I III I I III \ '/ \�\"\\\� D \ \\ \� \\� \\`W�\\ \\�\ \\1\\, \\y- \\\�\\W \ \� 1 I I I ICI I I \ \� �\ \ \5 I \ �\ \� \\ ,,�\� \\ \\ \\\..\\\ �\ �\ I I I 1 I� I I I I I 1 `�,,\��\ \ \\� �r \\\� \ ____4-z4% j� \ _ 88 SOIL / 0 \\\\\\\ \\\ \\ \\ \\-�\\` ��� 1 I� 1 I 1-1 h,C131 ILI 1 , 1� I ICI I \ \� �\� \�\\ / _ � - �, --, �& v,71' / v v v vvvvv\ 1��111 III I :III \� � �\�� � �1 j, 111 I 1 l 111�� � �v v.-.v�v����v 1�1 - �, �- v�- _+�vv�,v 1� - � \__� \�\\\�\1�)� 111111111 1111)1 III III 11�11 II � i I � II \\\\\\ \\ ,_- __� __1 __ --_--, --�\ \ �� ___�, 1__� 'I-,' �1_1_ Q�,� � � �� �� ( �� � �-- -�-�,'---� -_-\\-,-�� , '� , _,�,�-,� ,\,� ),(/, , �,-�, , \� v 0 ", 20' No -Disturbance Zone / \ \1-1 : \ \\\\\\ \\�\�\ � \'�\\4\\\,\\����, � ��\� \\ \\ I1t-1- \\W \ -� \ , \ \ \, \�\\ �. \\\\\�\\\yam\��:\�\� ������\\ I� \ \ -� -,� \, PB. 3471, PG. 411 , 0 \ PB. 4137, PG. 332 \ \ \ \\ \�_ I ��\��\�� �\\�\� \ - --- ,_ \ 1/ �� \-_ \\ \� \ \ EMERGENCY SPILLWAY \ \\ ��,,, \\�\ � �� � \\\ \\\� \\\�`\\ \ \\ I,\ \\..\\ _\ \/, J//- �_ �- _ .- y \ +� \ \ VAmayA A \�V A\ \\\ \ \y \� \\�\ VA \\, A )/ �� �� -- \\\ AREA 8: (SEE DETAIL) \ \ � \ \\\ \\ \\\ \\\ \\ \ \ \\ \ \ \ % - - \ \ �� AREA 6: \ , .\\ \\ . \ \ \ \ \\ \ \ \ / v \ (DRAINAGE AREA TO SILT FENCE)�____, (DRAINAGE AREA DIRECT TO BASIN) H � '�, \ \\I`\\ \\ \ \ TOTAL AREA 0.07 AC - - \ \ TOTAL AREA 0.18 AC \ \\ \ \ \ \\ \\ \�\0 --_:-,-_:---_---� � \ LAWNS e C=0.60 PRIMARY SPILLWAY PROVID / \ \\ \\\\\ \\\\ \\\\ \\\\ \\\\\\\\ \ \\ \ \\ \\ \ \ � � - _\\\ \ LAWNS e C=0.60 \ ANTI -VORTEX RACK PER DETAIL A VAVA VAI ���VA. ��A_ v �A \ \ \ VA \ \ _ _ v v v v �� �--� ( �� \ \ TREFS SHALL REMAIN - \\\ \ %� _ \ \ \ \� \\ TREE TO BE _ \ SF �A\\ CONTRACTOR TO PROTECT �AA� \\ \\) �� _ vvv REMOVED (TYPJ I� S 2:1 1�\VA UGHOUT CONSTRUCTIONVAAV� )�� __� ,,� �� �� 1/0' D \ \\ � \\\ (� \ � I I \\ \ \\\ \\\\ \\\\ \\\\ \\\\ \ \\\ \III 6 -_�� -�� 0 0000w��._v 000vvov ° I \ \ SKIMMER PER DETAIL \ \\ \\\\� ��\\\\�\\\\���\\\\\�\\\\ \�l� \\ \\\ \\; I _ v v v v v v TOPSOIL , vvv°v v v v v v°v �D I7,�T� (2) rr \ V, v°v ov vv ovvv vvv C ovvv C Cr] f \, v 7-vv'4vv' STOCKPLL ?ov v°pOpv°v°v �� J JIG 70 /��J�J�) \ "', s` vv, vvvvvov°Op vv � �\ V -G`- \ v v°v°vv v °' 1-11GLii ? v ov°v°v° v° v v \ ® -- \ (�°°°vvvq ovvv _�vvvvavovvvvvv I ��\ \-Rvvo s` vvvvwv�°pvvv v vy °av ov°v°°ovvv°ovvv vvv°v°°° vvvvv , °pOv°vov i \ vvvvv° ° v v v°v°v v� TS °v°vYvvpv°v°v°v°v°vvv°v I 271 \ 211 °vv\vvv°°°v°vv. �°v°°vv°v°avv Rapv°vovvv 11 \\ ov°Ov o°v-,vvv, vv°vvvvv°pOovvpvov°v°vv - \ \ vv>v , _ vvvvv vvvvv°°°vv vvv°vvvvv°v°v°° -' ��' �I j � \ vvv° v ��O4°vo ° v - SEDIMENT BASIN 0 (SEE DETAIL) o \ AREA 5: MAX, DRAINAGE BASIN (PH IDl ±1.61 AC. 1 \ SHED E FOUNDATION TO B REQ'D STORAGE VOLUME: *5,825 C.F.1 \ COMPLETELY REMOVED OR 4)(DRAINAGE AREA TO SWALE 'D') - - S TOTAL AREA= 0.73 AC PROVIDED VOLUME: ±19,597 C.F. RELOCATED - CONTRACTOR fl \ WET STORAGE (465.0-466.25): *-3,222 C.F. - 70 TO COORDINATE WITH OWNER \ LAWNS o C=0.60 DRY STORAGE (466.25-467.25): *-3,354 C.F. Z S \ � � __ \\\ \\\�\\�\\�\\\\\\�\\\\�\\ , \ _ \ \ \ \ �____� \ I \ \\\\ \ \\\\\\\\\\ \\\ 1 - __ �� \ \ \ \\\ \\\\ \\\\\ \ \\\ _ \_ \ \ \ I �\\ I S,p \ \\\ \\\\\\\\\\\ \\\ \ _ :��\ \ I I \ \\\\\ \\\\ \ \ll� - __ _\ \\ 1 \ \\\\\\\\\\ \\� - \�\\ I \\\\\,\\\ \��� ; ; �\�\\ 9 --I- �` \\\ \ �r \ �. \ PRIMARY SPILLWAY WEIR ED 467.25 72 (2) 12 \ \ \ \ \\ \\\ \ \ \ PRIMARY SPILLWAY RISER ED 468.5 1 3 I \ \ 6 \ \\\ \ \\\ EMER. SPILLWAY INVERT EL: 469.5 ,� o \ \ � \ \R AREA 7 (OFF -SITE RUN-ON): EMER. SPILLWAY TOP ELF 470.0 ` \\ I \ \ ��\ \ \ (DRAINAGE AREA TO DIVERSION "C') TOP OF EMBANKMENT: 470.0 � \ \ � \ \ \;� , \ EXCAVATION BOTTOM EL: 465.0 \ \ TOTAL AREA: 0.66 AC CLEAN -OUT E EVATION: 465.7 1 1 \ LAWNS e C=0.60 PERMANENT SEED ALL SLOPES \ I DD.C. 1\ ��W) \\ AREA 4: \ CONCRET I I I TS \ (DRAINAGE AREA DIRECT TO BASIN) \ WASHOUT L I \ TOTAL AREA: 0.19 AC v v \ \ LAWNS o C=0.60 I '�, '\ \V A\ I r}--\--=�--�-L-r- � \ \ \ APPROXIMATE BLDG. FOOTPRINT/-_,,,,,__ \ 1 \ \ \ ���__ AREA 2: \ \\\ (DRAINAGE AREA TO SWALE "BY \\ NONTRACTOR SHALL ® TOTAL AREA: 0.32 AC STALL CUTOFF DITCH v\ -_ v / LAWNS e C=0.60 '\ A\ TO INTERCEPT \ � /�� \ \ OFF -SITE RUNON \ --� \ \ S \\ \ \ \ \ /\ � \ f DETAIL ®� TS 20' Util ty�& Drainage Ease nt \ AREA I \ PB. 3471 k 411 MOUNT RAI \ (DRAIN AREA TO SILT FENCE) GAUGE TO - I ACa \\ TOTAL AREA: 0.16 AC D� � . � . LAWNSo C=0,60111111111111111111M SIGN �- � / APPROXIMATE BLDG. FOOTPRNT -- -- `/ __ __ i I ) .8. I \I // II 1� EROSION CONTROL NOTES. I. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY ALBEMARLE COUNTY. 2. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED NPDES SWPPP DRAWINGS DURING CONSTRUCTION OPERATIONS. 50' Ex. Shared Driveway Easement (To be abandoned) 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL PB. 3471, PG. 411 ALL PHASE I AND PERIMETER SEDIMENT CONTROL PB. 4137, PG. 332 I MEASURES HAVE BEEN INSTALLED, AND CONTRACTOR \ ° ° I HAS RECEIVED A GRADING PERMIT FROM ALBEMARLE �- COUNTY. VIRGINIA EROSION AND SEDIMENT CONTROL -10-\ \\ HANDBOOK STANDARDS AND SPECIFICATIONS, 3RD EDITION, i \ \ 1992, APPLIES TO THIS PROJECT, 4. ALL EXPOSED AREAS SHALL BE STABILIZED OR \ I AREA 3: SEEDED IMMEDIATELY WHEN GRADING OR EXCAVATING II (DRAINAGE AREA TO SILT FENCE) ACTIVITIES HAVE PERMANENTLY CEASED. (REF. VESCH, II TOTAL AREA: 0.09 AC � 1992) 1 LAWNS e C=0.60 II 5. SHOULD GRADING OR EXCAVATION CONSTRUCTION STOP FOR LONGER THAN 7 DAYS, THE SITE SHALL BE I TREE TO BE - REMOVED (TYPJ SEEDED AS SPECIFIED, (REF. VESCH, 1992, STD. � SPEC. 3.31) I POB `\---1"*- I N 3,891 ,340.03 `� 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL E 1 1 ,485,707.76 1 BE INSPECTED AT LEAST ONCE EVERY FOUR (4) NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION ete Side wak - / / / -_ I CONTROL INSPECTOR. - - - - � SF w � - \i BUSINESS DAYS OR ONCE EVERY (5) BUSINESS DAYS AND NO CONSTRUCTION VEHICLES, MATERIALS OR DEBRIS ARE TO BE STORED WITHIN THE AVON STREET EXTENDED RIGHTS -OF -WAY S_- - 7- �Z WITHIN 48 HOURS OF 0.25 INCHES RAINFALL OR GREATER C- mete P n 1 - - - _ _ _ - _ - - SIGN A - - - 3 5' RCP -IV CULVERT PER VDOT _ DURING A 24 HOUR PERIOD. ALL MAINTENANCE REQUIRED 2. 5 o n c �� r - - - - - - - - -- - - = - - - - BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND \ e u r b & u t t r � - - - - - - _ - - - - :�T- �� _ - - - - - - - - - _ - STDS (RE: ROADWAY PLANS BY BE COMPLETED WITHIN 48 HOURS OF REPORT. (REF. - �, � - iypIca RAMEY KEMP i; ASSOCIATES FOR VPDES CGP VARIO PART I /B.4.(D)I.)' \ t � \ \ RE OFF SITE ROAD FINAL STORM CONFIGURATION) \ - A V S TR E E T E E N S I 0 N S. F� 7 42) � 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. i 11 N 3,8� \ 25.38 / / / (60 Fe Public Rig \Of -Way) (DB. 29, PG. 219) IMPROVEMENT PLANS / / � IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY E 1\�-85,572.24 ,/ , / - i � (BY OTHERS) - TO TAKE ALL NECESSARY PRECAUTIONS TO PREVENT - w r- - - - � - - - � - - - - - - - \ _ \ "" - SEDIMENT FROM LEAVING THE SITE. - _-- - -- - --- ----- --- --- --- -- -- \� � -- - LEGEND EXISTING PROPOSED DESCRIPTION LIMITS OF LOD DISTURBANCE 6 6 2 --(�2 CONTOUR LINE __________________ STORM DRAIN ---- PROPERTY LIMITS TREE LINE _ _ ZONING LIMITS SOIL TYPE LIMITS DRAINAGE AREA LIMITS STEEP SLOPE -PRESERVED (SOURCE: ALBEMARLE CO. GIS SIP FILD 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, RRffi9zCOM�yTO TI-E/� r 6?�yOSI" ALL EROSION CONTROL NOTES, MANTMAWE S, ETC. L. SITE DISCHARGES TO MOORES CREEK AT ±478 FT 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 468.50 462.54 (7) 9 ENERGY DISSIPATING HEADWALL 463.79 90.50 (6) Storm Drain PIPE TABLE STORMDRAIN PIPE SIZE LENGTH SLOPE INV. IN INV. OUT 6 - 9 30, 5' 1.00% 460.55' 460.50' 7 - 6 247 110' 1.00% 461.75' 460.65' 8 - 7 24' 69' LOOS 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, THE 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 251 FULL. (REF. VESCH, 1992, STD. is 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 IS REQUIRED (REF. PCE DETAIL) 16. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN 30 S. (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. � SPEC. 3.31) 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) 1 i scALE r - 3o' REVISIONS I BY U Z w y� Q i- O L LL \10 > L 0 c V(10 � o0 C J N � � 0 * 00 N cq O� - Q Q)O Z .� Q WW w a LL EN TH �/ 4 CHG LC y 0 D 6014 zz- �41v �FSS/ONAL LNG 7/16/2018 Cr Q U Z \Q -1/ J Z W } a 00,1141' �_2 o (1)ZWZmLU10"z-w 0a-x OXHOU )=~v U W �_ �=O� Z J M2_jN m W W a OM=w CC � W,q<H Q~ZwW � V in J CO co O QO > U Q DRAWN BJH CHECKED TMB DATE 07/16/2018 SCALE 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 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 Z 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 is STRUCTURES. 4. COMPLETE MASS GRADING is 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. 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 STRUCTURE TO FINAL CONFIGURATION. (RE: DRY POND SECTION SHEET) 10. INITIATE SWPPP CLOSURE PROCEDURES WITH ALBEMARLE COUNTY AND VDOT. 11. INSPECT ALL DOWNSTREAM STORM PIPES E STORM WATER 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. ALOE OOIMY GENE12 . OONSTWION NOTES FOR 8XISION AND SEa111 W CONTROL RAM, 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 MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND 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 AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING 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. II. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13, ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF 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 MULCH IS TO BE APPLIED AT 8OLBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90L3S/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 18OLBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5`6 PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/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 T AP A E T E LEANE WHEN F THE WET T A E VOLUME I R S R O B C D 50 0 S OR GS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN 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 (CE) 3.05 SILT FENCE (SF) SF 3.07 INLET PROTECTION IS I&% @ 3.09 TEMPORARY DIVERSION DIKE DD �, 3.14 TEMPORARY SEDIMENT BASIN SB � 3.15 TEMPORARY SLOPE DRAIN (� Tso 3.16 PAVED FLUME PF _ 3.18 OUTLET PROTECTION (OP) 3.19 RIP -RAP (W/ FILTER FABRIC UNDERLAY) (�) 3.20 ROCK CHECK DAM S 4- 3.29 SURFACE ROUGHENING (�) --O- S ► 33131 TEMPORARY SEEDING S -*--�� 3.32 PERMANENT SEEDING PS -08► 3.35 MULCHING (MU) -4---S� _'___� V I ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.38 ON -SITE DISTURBED AREA 1.70 OFF -SITE DISTURBED AREA 0.20 TOTAL DISTURBED AREA 1.90* IMPERVIOUS AREA AT COMPLETION 122 (OlFffiiE ONLY) PERVIOUS/ SEEDED AREA AT COMPLETION 318 ION-s� ONLY) ALWAYS CALL BEFORE YOU �� DIG ��1� �P }/11 r I 0 i y 0.fee,acgcadge�slal Witt, Rome; E FI F ked ANO helps Prated yw to= �i injuryand enpense. ��q `> Sale Digging is Na Accident: O o -� ,> �\\ -Q •STATE ROUTE 742 ROADWORK HAS NOT BEEN INCLUDED Atway.Cn11811Ban. You did _" \` \ \�' ��q e MO/�F WITHIN THE TABULATIONS PROVIDED ABOVE. Innaa "evlt ate. �de. �' �\\_\\\3\\�\\\\y� R EVERY DIGGING JOB REQUIRES ACALL -EVEN �:�\ � \\\\ \FL SMALL PROJECTS LIKE PLANTING TREES OR � \_ - ':' \\\\\\ ` `\ SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY 41 ��\ 0 \�\\_ q\ `�\\��\�\ * LINE WHILE DIGGING, YOU CAN HARM YOURSELF pFjQ �\�� \ \ \ \�\\'� \�\ �\ W W ,` � 141, \ \ ANRENTIRE NEIGHBORHOOD ANDUPOTENT I ALLYTBE FC�R) -� _ 95 \ \ \ \ \ \\ \ \ \\\ \ \\ RESPONSIBLE FOR FINES AND REPAIR COSTS. L ��\���4 �\\yam\\y\���\\��\\ \may\ u '4" `� SMART DIGGING MEANS CALLING S11 BEFORE _C/ _ _ \- EACH JOB. WHETHER YOU ARE A HOMEOWNER OR LOCATION M A P \\ ��\��\\\\�\\�\\���\ ����\\�\\\ W W `� A PGETSSYOURAUNDERGROUND'UTILITYLLINES811 PT S �, SCALE: 1" =1, 000' � _� �S \\\\W�\�`\� \\\� \ \ \y\� \ 1` \�\ \+I` \ \\1 t y y Y \ MARKED FOR FREE. \ \\\\ \\NV Nk - nnnnnnnnannnn \ 4 -\� \\�\ ��\\�\\\�\\�\ \ \�\\� \� � � ��� ��\ �74 LEGEND �\\\ �\ _ _ S- \ \ \\ \\ \\ \ \ \\ \\ \\ - \� ���� ����42 \\\ \ \\\\ \\\ \\\ \\ \\\\ \ \ \\\\\\\ \\\\ \\ \IIw __- r� �� ��� \ _� ���_� �� \ �� \�\ _\a \ \\�\\mac \\�\�\\�\\� \ �\ \ \.� \ w\ \\� .V * 41 `+ .� �� ����\ 4 ��� \\\\w\\ \\\\\� \ �\ �\\��\\ \ ��� \� r\� \� \� \\\y __ - - \ v v v v v �. y EXISTING PROPOSED DESCRIPTION !� z� ������������ \\\\\\� \\\\\\�_� �-\\\,\\\\\�\��\w`\\\�\��\\�*:: \\�\\\\� v y \1. \1. �� O LIMITS OF - �� _ �� �� \\ \ \ \\_ � �� ��\ � -- �\\� \\ - \\ \\\ \ \\ \ \ \ \ \ \\\ \ _ 5 DISTU2BANCE ������ ���� 4 S;-� -_-- \� \�\ �\ \\ \ �\\ \\ \ \ter\\�\\\ \\ \ \max\\ \:�\\ \ \� \ ��� \� \a v v v v v v v .v .v .v ��' ��� - �� ������� _\�_\\\\\ \\\\�\\\\\\\\\\\\ \\\ \\\ \�\\\\\\ \\\ \\\\\\\\\\\\\ \\\ -662- W� CONTOI�t LINE �\��'----_�Z� ��-�_\\\�\\\����\�\\\\\ �r�\�\\mac \\� \ \ \�w\�- �\ �-_ ����� �'� -k- 1 �\���� �__4 _Z:- ��` ��\���\���\\`� \\*\\�__�\\*\\�\\\`___ \ \'\ \\ \�'\\�\\'\:�_4_ �-\ �� � � \�r\�\ \\� v v v v v v v v v------------------ STORM DRAIN \� \ �� �� �\ �\ \ \ \ �\� \� �w \\\\ \\\\ �\ . \_\ _\ \\\ \\\ \\\ \\\ \\\\ \\\ \\ \\ \ \ \ \\\ 7 6------- PROPERTY LIMITS �� �� �_- \ �\��\;4s �\\ \\ \\�� \��\\\��\--� \\�\� ���-- \- �\�\\�\\\� \\�\\�\ \\�\ � \�\\mow\\�\-\\ \ v v �� v ���������� 0 �� �\ - _ _ _� �� \�\ \ \\\\\\\\\�\ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ TREE LINE _ \�_� \��\ ��4SS,_�� _ _\\\ \\\\\ \-\ \\\\ \\\\ \ \ \\ \\\\\\\ \\\\\��\\\\\�\\\\\\\\\\\\\ \\ \\ \ \ \ \\�\�\ \ �\ \ �� \\�\� \\ \\\\\ \\ \'`�� � �� \ \���\� � \ '_ \ \ \-- --: \�\\\�\ \.� \��\\\ \ \\ \\�i� \� \�� \\ \ \ � / ZONING LIMITS \ \ \ \\� _� 4 g �__� _� _ \ _\\ \ \ \ \� \\ \ \ \ \ \ \\ \ \� \ \ \ \ \\ \ \ _ �� SOIL TYPE LIMITS � 4 - � 4 j �� � _� �� ���\ \\ \ \\ \\�\\-\\�\\\\ \ti`\\�\�\ \�\_ �`\� \\ �\� \_\�` � \ \\ro��_� �\--; - - c� �\ \\\\�\\� �� �� �� - �29 DRAINAGE AREA LIMITS 0\ 4 > I �� �� \\ \ \ \\ \ \\ \\\ \\\ \\ \\\ \\\ \\\ \\\\ \\ \ \ \\ \ \ �_�\ \ \ �_\ \ \ \ \ \ \\ ��� � � iP:�- - STEEP SLOPE PRESERVED \\` \� \ �_�� �_�\emu\\\ t�\\� \�\ ---- �\�; \\ \\\\\�_\\�_\�_`\\�_� \\` �� \ \"I \\�� �\\ \�� \ �__���� �.� :_���� � ��\\ - - - \ \ ��\ ��`�\\\ ��\�\ �• -\: mac- �\_- \��\\� �\\' ��\\\ \� \� � \\ \\�i\\� �\ \ � \ \ \\\� \ \� �\\ \����� \� \ �\ \ (SOI RCE t ALBEMARLE CO. _ _ _ _\ �� �� �� �� �� \ ,� �w� GIS SIP FILE) / ' \ \\ \\\ \\\�\\\� \\ \\ �\�w \\ \ate\ ��r� � - \- \ \ \ \ \ \ 1 1 ( j \ ' \ \ 1-1 I '; I I ; I I ( I 111;_ + - I,-- 0 - - - - \90 \ \\��`��\�� \ ' \'�' \��\_�\\_�\_ \'�\`\�\ �>�\\ )1� �`\ 1 1 I ICI I I III I I I I ���\�� \ y-� __ \� �\� \ \\ \"� \\ \\ \\\ \\� \\ \\� \\� \\\\W\\ \W I I I I I I \ \ \\ \ r \ \\ \�_ I v 1 v �v �- v� vv �v vv -vv vvv _ 1 I I I III 1 1 1 1 1 ���� v� / v= v �I I l y I �\ /\ W\_ I I \\ Y�' �\ / \\\\���� \\\ \ �\ \\ \\ ��� 1 �� I I I I I I� 1�1 I 1 I I I \ \\_ \\\ \\ \ \ - _ � \\\ I I ( \\ / \ \\ \\ ' \\\ \\ 1 ) I I I III I I I I 1 I I I I I I I� \\ \ \ \ \� �\\ _ \\ I I 1 � v v _1 I--O' _ I �I 11� I I M I I� I I I� 1 1 1 1 1 I I I �I I I I I I 1� �� ��v�vv��� v�� �v _1. Q I / / _" ��'� '_Z'�_� �'� , -'-� '��" � - -��---�- -I-- _-�? ��q��'_-,' --� ','�-4- '-, �_ I I I I I I \ V\/ , \ \ 20' N D' t b ce Zone \k� O \ \ \ \\\\\\\\�\\\ \�\\ \\\\\� \ \�\ \\ I ✓ \ --- \ 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. I i I I I I I \ \ o- Is ur an \\\ \\\\ \ \\ \\\\�\ \� \ �\\\\\� ����� - ����\\\�\\ I� \ � \ \� -w -,k \I PB. 3471, PG. 411 CONVERT STRUCTURE TO FINAL CONFIGURATIO \ \"� \ �\�\\\\ �' \ - \ � � � �� �)/I \� \ ---_" '_� TO \ PB. 4137, Pc. 332 FOLLOWING SITE STABILIZATION (SEE DETAIL \ \ \ TINE EROSION \� \ \ � �\ t'\ \ \� \ \ / _ u ,�-�- \. I I I III _ \ v / vv y v w ��� v � v�wvwvv vv'v � v v \v , A� \A !/O ' _ _ _ - CONTROL DETAL SITS FOR / WITHIN DRY POND SECTION SHEET) \� \ \ \ \ \ I 1 I I I I � v , \ v _v _v vvv`_v vv vv vv vv vv v \�` \ \ I _ v III v v v. v . y 11 I j I II � i I `� -� �_ �� �� o H � \\ \ \ \ \\ \ \\ \\ \ \ \\ \ , -_ \ -_ AI1. EROSION CONTROL. NOTES, \ S, ETC. \ \ - \ / EMERGENCY \ \ \\\ \\ \\ \� \\ \ \ \\\ \\ \\ \ \ � - � � \ I I I I I I I \ \ \ \ I I SPILLWAY / \\ '�' \\\\� \\\\\ \\\\\\\\\\\\\\ \ \\\ \ \\ \\ \ \ \� �- III _ SF - \ I (SEE DETAIL) I \\ \ \\ \ \\\�\ ��\ ��\ ��\ , , \\ \ \\ \\ \ \�� - - \\ \' 1' I 470 470� \ TREES TO REMAIN - �\ \ \\ \\ \ / _ - \\ \ \\� \\ CREEK DISCHARGES AT 4SFT MOORES I f I � I I ® 472 ® 2 " 470 sF - �\ \ \CONTRACTOR TO \\\ \ \\ \ / �� - - _ \ \ _ _ \ \ \\ - I I 1 473 I PS \ �\\ \ PROTECT \\\\\ , \ \ \ \ � � I � I,6 I I —PROVIDE 5'x5'x1.5' ¢�i (0 .5' I � 7 \, �\ OUGHOUT \\\ \t \ \ � �2� I I RR ® \ \ STRUCTION \ I� I I I THICK OUTFACE PROVIDE 1.5' THICK \ O S \ \ \ \ , \ \\\\ \\ I� - \ \ \ \��, I TRANSITION FLUME FRO (RE: STORM PS OUTFALL (RE: 465 466 467 S Z4 STORMWATER \\\\ 11 \\\\ \\\\\\\\\\\\ \\\\ \\ �� --� �-_� �\ DETAILS) \ 4STORM DETAILS) PS 472 468 470 O OUTFACE \\\ \\\\\\\\\�\\ \\ \\\ � � 8 I OVER PS - \ \ \ \ \ \\ \ 3:1 SIDES TO � 13' (SEE DETAIL) \ PF 2 \\\ \ \ \\ \ \ \\\ - � _ I \ '> ® \ LA I : 38'00'37.9T4 \ \\\\ \\ \ \\\\ \\\\ \1 �_ \ III I I \ \ \ �\ LONG: 78U'29'27.TW \\\\\\ \ \\\�\\\\�\\\\\ \'\ �_�\ I � I \ ® \ \ \ \\\ \\ \\ \ \ \ ----� -_ � \ I I I I \ ROVIDE 1.5 THICK \ \ \ \\\ ,\\\ \ - � - _��� \\ \ I 1111 I ® \\ \ \ 47g s� OUTFALL (RE: FLOWS TO \\\�\\\\\\\\\\\\ I I I I \ \ \ STORM DETAILS) ', MOORES CREEK I \ \\ \\\\\\ \ - \\ I I I I I I I R 3 \ �) APPROXIMATELY I \\\ \\ \ \� I A \ v PS ��� 478 FEET \\ \\ \ V AV - A 1 I I / %� �\ \ \` 470 I \� NORTHWEST \_VAAVA \ I I I I HUC•020802040402 \ �\ \\ I 1111 I II 111 II \\ \ 4> 472 47r 4 \V A �� 6 v q -0 v 3 INSTALL POND OUTFALL PIPE (RE III I I III S \ \ \ - - \ �O GRADING E DRAINAGE PLAND \ \\ q ROVIDE 2' THICK \ \ \ I \ \ 11 I I \ \ \ \ \ _ _ \ ® I IP I ` \ \ \ \\ OUTFACE (RE: STORM DETAILS) I,rl I I I I I A \\ \V 1_ \���� A\ I I1111\III\� 1 \V A 474 I �\ II IIIII 11 I \ \\ \ \ \ /� 4j4 I I�I III I' \ \ /� \ IIII1111�111��v v I I I I _ vv I .___- -- 1I I I 111 _ I I °� 1 �� 1 1 1 1 1 1 1 1 1 �..,, s 110 1 I /�\ 11 IIII\ I� a _ I I I � ' I I \ \ � F \ �__-4j5v IIIII I CID NSF III 1 1 1 � '�___ \ vvv \\ ion Holdings, LLC I I I I I I A __ A 07700-00-00-011EO I I I I C� 1 B E R B. 2872, PC. 510 I I I 1 1 I I \_� \\ Use: VaDcant 1 1 1 1 1 1 1 I \� - C0LU-SION \ I I I 11 I I \ PROTO 186 vvv vvv I I I I I\ I \ 18, 635 S.F. ' 11111111 vv \ \ I I I FEE : 475d0 \\� t J ) I i 20' Util ty\,& Drainage � / /X 00 EdseI t I /� y _ / �' PB. 3471 , Pk 41 1 , / /�� \ I \ \\� / /// // \ I !;� - / ---- F -,/ S / SF 11 - N 3,8 _ 25.38 E 1�485,572.24 =w r--- - 17--- --_ gas sD5 -- `' 1 ��� ; ' I \ �'i /) I I I I i / EROSION CONTROL NOTES. I ' 1 1 I II" / I. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE I / � 9; UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY ALBEMARLE COUNTY, \ /�° I' 't \ / 2, THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE / I PS \ S TO THE APPROVED NPDES SWPPP DRAWINGS DURING � \ I 50' Ex. shared Driveway EasemE CONSTRUCTION OPERATIONS. \ I I (To be abandoned) 11 \ I \\ I PB. 4137, Pc. 332 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL '71)ALL PHASE I AND PERIMETER SEDIMENT CONTROL \ I I 7 \ � I \ MEASURES NAVE 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 SEEDED IMMEDIATELY WHEN GRADING OR EXCAVATING N r � (REF. VESCH, PERMANENTLY CEASED. S ACTIVITIES HAVE P R C S C S , I TILITY POLE SHALL 1992) I 11 � BE RELOCATED. RE: I ROADWAY PLANS BY 5. SHOULD GRADING OR EXCAVATION CONSTRUCTION OTHERS STOP FOR LONGER THAN 7 DAYS, THE SITE SHALL BE j 1 1 SEEDED AS SPECIFIED. (REF. VESCH, 1992, STD. E SPEC. 473 I P o B 1 �� N 3,891 3.31) 414 472 ,340.0� I 1 ,,- E 1 1,485,707.7 _ 471 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL F I BE INSPECTED AT LEAST ONCE EVERY FOUR (4) � PP _ BUSINESS DAYS OR ONCE EVERY (5) BUSINESS DAYS AND --- --- SIGN � � WITHIN 48 HOURS OF 0.25 INCHES RAINFALL OR GREATER ------------ _ - _ � _ _- __ _ ----- --- _ _ _ DURING A 24 HOUR PERIOD ALL MAINTENANCE REQUIRED _ _ _ _ - - - \ d - - - - - - - - - - - - --- --- - - _ _ - - - - - - - - _ - - - - BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND RE: ROAD BE COMPLETED WITHIN 48 HOURS OF REPORT. (REF. OFF SITE AV STREET E ENSION (S. 742) VPDES CGP VARIO PART I /BA(D)D' (60 Fe PU*c Right -'Of -Way)( DB. 2g, PG. 219) IMPPOVEMENT PLANS ' NOT BE CONSIDERED ALL INCLUSIVE. / // //% / 7. THIS PLAN SHALL - (BY OTHERS IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY _ _ - - - - - - - - � - - clyff - _ - _ - - F - _ �_ �- -_ M - � - - TO TAKE ALL NECESSARY PRECAUTIONS TO PREVENT -- _ \ � _ - _ _ __ - _ - - - - - - - SDI SD5 - SD5 --gs5 - SDI SDI _ ---- \ S05 - --- SEDIMENT FROM LEAVING THE SITE. S -- ayo oh 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, THE 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. is SPEC. 3.32) 12, SEDIMENT SHALL BE REMOVED FROM SEDIMENT FENCE WHEN IT IS 25% FULL. (REF. VESCH, 1992, STD. E 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 IS REQUIRED (REF. PCE DETAIL) 16. NO AREA SHALL BE LEFT DENUDED FOR ANY PERIOD LONGER THAN 30 S. (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. 3.31) 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 SWPPP BOOKLET, SEC. 6, SWPPP EXHIBIT) 0 30 60 SCALE In - 30' REVISIONS I BY U z w .h Q 4- 0 2 LL > C) c Q 0 � Q b,I 00 0 cr) (f) = " C J a C ) cn "o 00 = O a) Q CD LL I W LLJ a LL EP TH �/ 4 CH G LC z O 6014 ,z� �41, X1SS/ D N A L ENG 7/16/2018 cc Q W Q J Z > LL J 0 W � a o `� � Cc r 0) Z co Z mLu0Cq J H W 0 accx°0 O X U=~7- r VWII.- �_� 0) J W M J N W W W cc 0MOCcw m CC � C W�Q� Q ~ Z W W U� ma J CO 0 QO U a DRAWN BJH CHECKED TMB DATE 07/16/2018 SCALE DRAWING r""""`�.�EVISIOINIS BY Albemarle County Design Standards Manual - Engineering STONE 70' MIN. CONSTRUCTION ACCESS 3' SM-2A ASPHALT TOP COURSE EXISTING 22 2 PAVEMENT 5' MIN_ 21A AGGREGATE BASE PR F 70' MIN_ STONE CONSTRUCTION ACCESS -` I ASPHALT PAVED �'� WASHRACK 1992 EXISTING PAVEMENT "MUSi EXI_NJ ALL_ WIDTH LJ I POSITIVE DRAINAGE OF INGRrSS ANC EGRzSS 1€ TO SEDIMENT OPERATID'v TRAPPING DEVICE PLAN 12' MIN, POSITVE DRAINAGE TO SEDIMENT TRAPPING DEVICE FILTER CL0 H SECTION A -A A nl umnuu water tap of 1 iuch tuust be itLstaf)ed with a ntiuiuuuu 1 inch ba0cock shutoff vah,e suppbdng a wash hose with a diameter of 1.5 inches for adequate constaut pi esstu e. NVaAi water nntst be tamed away front the entrance to an approved settling area to remove seduuent. All sedRuettt shall be prevented fiom entef* storm drTnts. ditches or watercourse,. PAVED WASH RACK TABLE 3.02-A CONSTRUCTION SPECIFICATIONS FOR FILTER CLOTH UNDERLINER Page 8 of 23 Light -Duty Heavy -Duty Fabric Entrance Entrance3 Test Properties) (Graded Subgrade) (Rough Graded) Method Grab Tensile Strength (lbs.) 200 220 ASTM D1682 Elongation at Failure (%) 50 220 ASTM D1682 Mullen Burst Strength (lbs.) 190 430 ASTM D3786 Puncture Strength ASTM D751 (lbs.) 40 125 (modified) Equivalent Opening U.S. Standard Size (mm) 40-80 40-80 Sieve CW-02215 1 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 Light Duty Entrance: 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 Spunbond 1115, Mirafi 10OX, 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 Spunbond 1135, Mirafi 600X, or equivalent. Source: Virginia Highway and Transportation Research Council (VHTRC) III - 10 1992 BLOCK & GRAVEL CURB INLET SEDIMENT FILTER CURB INLET C / O -�- WIRE SCREEN RUNOFF OVERFLOW WATER WITH SEDIMENT ..,...J 1.'I! �CONCRETE GRAVEL FILTER FILTERED WATER SEDIMENT WIRE SCREEN 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. * GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE Source: Va. DSWC III - 45 3.02 3.07 Plate 3.07-8 1992 3.20 Source: Va. DSWC III - 187 Plate 3.20-1 1992 3.20 3. The center of the check dam must be at least 6 inches lower than the outer edges. 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 scour 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 dams 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 removed from behind the check dams when it has accumulated to one half of the original height of the dam. SPACING BETWEEN CHECK DAMS L = THE DISTANCE SUCH THAT POINTS A AND B 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 stormwater management control, check dams 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 permanent structures, check dams should be removed when a permanent lining can be installed. In the case of grass -lined ditches, check dams 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 after each runoff -producing storm event. Sediment 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 dam should be 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 Cntnna eteA Snil Source: Va. DSWC Plate 3.09-1 Side Slopes lk:1 or flatter, along with a minimum base width of 4.5 feet (see Plate 3.09-1). Grade The channel behind 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 SEDIMENT 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 mulch 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 channel, outlet or sediment trapping facility, as necessary. Once every two weeks, 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 III - 55 TEMPORARY SLOPE DRAIN EARTHEN DIKE PROVIDE INLET CORRUGATED METAL (COMPACTED) PROTECTION EXTENSION COLLAR WATERPROOF SEAL A � 24:1 D PROVIDE OUTLET r A I PROTECTION STANDARD FLARED END SECTION I IIII I INiiii II" SECTION VIEW NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WILL CREATE PROBLEMS EARTHEN DIKE (COMPACTED) 3:1 D+6" 1 B" _ 1 1 1 11111 1 Emil II II - II 111111- I,Ill.. Ii- SECTION A - A Source: Va. DSWC III - 120 3.15 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 75% (minimum) Tensile Strength at VTM-52 Extra Strength - 20% (max.) Elongation* 50lbs./linear inch (minimum) Standard Strength - 30lbs./linear inch (minimum) Flow Rate ASTM 5141 0.2 gal./sq.ft./ minute (minimum) Ultraviolet Radiation ASTM-G-26 90% (minimum) Stability % * Requirements reduced by 50% after six months of installation. Source: VHTRC 4. If steel posts (standard "U" or 'T' section) are utilized for silt fence construction, they must have a minimum weight of 1.33 pounds per linear 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 mesh spacing of 6 inches. Installation 1. The height of a silt fence shall be a minimum of 16 inches above the original ground surface and shall not exceed 34 inches above ground elevation. III - 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 support is used, standard -strength filter cloth may be used. Posts for this type of installation shall be placed a maximum of 10-feet apart (see Plate 3.05-1). The wire mesh fence must be fastened securely to the u sn low 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 inches 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 inch long (minimum) heavy-duty wire staples or tie wires and eight inches of the fabric shall be extended into the trench. The fabric shall not be stapled to existing trees. This method of installation has been found to be more 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 endflow, and the plan configuration shall resemble an arc or horseshoe with the ends oriented upslope (see Plate 3.05-2). Extra -strength filter fabric shall be used for this application with a maximum 3-foot spacing of posts. 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. Silt fences shall be removed when they have served their useful purpose, but not before the upslope area has been permanently stabilized. III - 23 1992 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. � � Yll % IIY71 FLOW I III I II a' 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW II EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC �IIIU I IL ,�IRE Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant III - 24 3.05 Plate 3.05-1 1992 3.05 Maintenance 1. 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. 1992 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 TREATMENT Source: Va. DSWC Plate 3.29-3 Source: Michigan Soil Erosion and Sedimentation Guide II1 - 278 Plate 3.29-4 ESC DETAILS U Z Q O L\10 .G ON U Q LL � C Q o'I � oU � ��WN "o 0 Q c o J WW ^W^, I.�IL U_ EP TH 4 CHG LC 2 O D 6014 :�- �I(V SS/ONAL 5-: 7/16/2018 I..L Q U Z a`� / W J OW >a 0 o Z Z mUJLOLO J W a�XCIDD OX~0CD V W ~°COS_ MM Z coLL1 LU W O J m��CO Q LU LU Q~ZwW C� in o J C0 o ao � U a DRAWN BJN CHECKED TMB DATE 07/16/2018 SCALE DRAWING r7�EVISIONS BY 1992 3.01 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 Practice Applies Applicable to any control measure or series of measures which can be considered unsafe by virtue of potential for access by the public. 1992 �' t4 t ova + v s 3.01 TABLE 3.01-A PHYSICAL PROPERTIES OF PLASTIC 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. strength per 4 ft. width Elongation at break(%) ASTM D638 Greater than 1000% Chemical resistance N/A Inert to most chemicals and acids Source: Conwed 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 fence 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. f. Gates shall be single or double swing, zinc -coated steel. They shall be a minimum of 12-feet wide. 1992 3.14 SEDIMENT BASIN SCHEMATIC ELEVATIONS CREST OF EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 1.0' 0.5 ----------------- MIN. 1.0' RISER CREST 67 C.Y./ AC.- DEWATERING " DRY " STORAGE DEVICE 67 C.Y./ AC. " WET' STORAGE :. .:....,. - :.f`,it tl •. .: � t#l.l=iiil - SEDIMENT CLEANOUT POINT (" WET " STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 2.0 0 0.5' MIN. 1.0' 67 C.Y./ AC. . " DRY ' STORAGE RISER CREST 67 C.Y./ AC. WET " STORAGE: : DEWATERING •r_:•^ -_ - DEVICE SEDIMENT CLEANOUT POINT DESIGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY (RISER PASSES 25-YR. EVENT) Source: Va. DSWC 1992 Plate 3.14-2 III - 83 RECOMMENDED DE WA TERING SYSTEM FOR SEDIMENT BASINS PROVIDE ADEQUATE STRAPPING POLYETHYLENE CAP 3.14 VARIES AS PERFORATED POLYETHYLENE'" REQUIRED FOR" DRYVARIES DRAINAGE TUBING, DIAMETER STORAGE )ULATIONS IN(12") APPENDIX 3.14-ASEE JODEPTH 4"0 PE TUBING WET " FERNCO-STYLE " COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN - 6@RR�06ATED MRN6 RISER APPENDIX 3.14-A) 2"0 ORIFICE (PVC STUB) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE *DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 Source: Va. DSWC Plate 3.14-15 1992 3.18 PAVED CHANNEL OUTLET 5' X5' CLASS Al RIPRAP (REIVDOT 113,01 STORM DETAILS SHEET) 3tl 13 FT 8 I PAVED CHANNEL TRANSITION RIPRAP APRON RECEIVING --- --- EL RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. RIPRAP APRON REDUCES THE FLOW VELOCITY BELOW THE PERMISSIBLE VELOCITY OF THE NATURAL RECEIVING CHANNEL. 2. TRANSITION SIDE DIVERGENCE IS 1 IN 3F, WHERE V F = FROUDE NUMBER = gd WHERE V = VELOCITY AT THE BEGINING OF THE TRANSITION d = DEPTH OF FLOW AT THE BEGINING OF THE TRANSITION g = 32.2 ft./sec2 Source: Va. DSWC 1992 III - 159 PIPE OUTLET CONDITIONS A A Plate 3.18-2 3.18 PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL PLAN VIEW L a d SECTION A -A FILTER CLOTH KEY IN 6' 9'; RECOMMENDED FOR ENTIRE PERIMETER A A ado (MIN.) do ------------ PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW 1 L a 0 d SECTION A -A 7- FILTER CLOTH KEY IN 6'-9•'; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP. GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC III-3 I III-111 I III-157 1992 3.01 Construction Specifications 1. Safety fences must be installed prior to the E&S measure becoming accessible. 2. The polyethylene web of the plastic safety fence shall be secured to a conventional metal 'T' 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 safely 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 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. Plate 3.18-1 1992 3.31 1992 3.31 STD &SPEC 3.31 1. Limina: An evaluation should be conducted to determine if lime is necessary for temporary seeding. In most soils, it takes up to 6 months for a pH 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 soil will later be moved and regraded. The following table may be used to determine the actual need along with Definition The establishment of a temporary vegetative cover on disturbed areas by seeding with appropriate rapidly growing annual plants. Purposes 1. To reduce erosion and sedimentation by stabilizing disturbed areas that will not be brought to final grade for a period of more than.�b'days. /�ti/F • DEG-GTS' �l`1 / 3-1L-/`1 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. g F , 7 I .- ON, . A Z rg° j/ :�� .y`a ,�,::,� ,-'� ��, .fit •s Ij I#. ' III - 284 suggested application rates. TABLE 3.31-A LIMING REQUIREMENTS FOR TEMPORARY SITES Recommended Application nH 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 other acceptable means (see SURFACE ROUGHENING, Std. & 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. Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than 11i 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. 1II - 286 1992 TABLE 3.19-C GRADED RIPRAP - WEIGHT ANALYSIS Riprap Weight Requirements for Class/Tvoe Range* (lbs.) Stone Mixture Class Al 25-75 Max. 10% > 75 lbs. Class I 50-150 60% > 100 lbs. Class II 150-500 50% > 300 lbs. Class III 500-1,500 50% > 900 lbs. Type I 1,500-4,000 Av. wt. = 2,000 lbs. Type II 6,000-20,000 Av. wt. = 8,000 lbs. * In all classes/types of riprap, a maximum 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 Bridge Specifications Filter Fabric Underlining 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 II 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: 1992 III - 170 d15 Ater < 5 < dts filter < 40 d, base d1S base 3.19 and, d, ,Ater < 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 3.19-D REQUIREMENTS FOR FILTER FABRIC USED WITH RIPRAP Physical Property Test Method Requirements Equivalent Corps of Engineers Equal or greater than Opening Size CWO 2215-77 U.S. No. 50 sieve Tensile Strength* VTM-52 30 lbs./linear in. @ 20% (maximum) (minimum) Puncture Strength ASTM D751* 80 lbs. (minimum) * Tension testing machine with ring clamp, steel ball replaced with 5/16 diameter solid steel 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 Ill- 171 1992 3.31 Mulching 1. Seedings made in fall for winter cover and during hot and dry summer months shall be mulched according to MULCHING, Std. & Spec. 3.35, except that hydromulches (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 -seeding 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. 1 - Feb. 15 50/50 Mix of Annual Ryegrass 75-100 (Lolium multi-florum) & 4e--wo- Cereal (Winter) Rye (Secale cereale) 75-100 Feb. 16 - Apr. 30 Annual Ryegrass 69--+80 (Lolium multi-florum) 75 May 1 - Aug 31 German Millet 6.0- Source: Va. DSWC (Setaria italics) III - 287 00 00 1992 3.32 TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Ll Per Acre Minimum Care Lawn 180-200 IbS - Commercial or Residential "`�-�-'roT Kentucky 31 or Turf -Type Tall Fescue 95-100% Improved Perennial Ryegrass 0-5% Kentucky Bluegrass 0-5% High -Maintenance Lawn 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 100% General Slope (3:1 or less) Kentucky 31 Fescue 128 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 lbs. 150 lbs. Low -Maintenance Slope (Steer than 3:1) - Kentucky 31 Fescue 108 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 lbs. Crownvetch * * 20 lbs. 150 S. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... Foxtail Millet August 16th through October ...................... Annual Rye November through February 15th ................... Winter Rye ** Substitute Sericea lespedeza for Crownvetch east of Farmville, Va. (May 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. III - 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 �FF� PLANT 3 8 2/I5 SPECIES CHARACTERISTICS Acre 1000 ftz to too to to to to to to to 4/30 8/15 11/1 4/30 911 11/15 OATS 3 bu. (up to 100 lbs., 2 lbs. X - - X - - Use spring varieties (e.g., Noble). (Avena sativa) not less than 50 lbs.) RYEd 2 bu. (up to 110 lbs., 2.5 lbs. X - X X - X Use for late fall seedings, winter Secale cereal e not less than 50 lbs.) cover. Tolerates cold and low moisture. GERMAN MILLET 50 lbs. approx. I Ili. - X X Warm -season annual. Dies at first Setaria italics frost. May be added to summer mixes. ANNUAL RYEGRASS` 60 lbs. I'h lbs. X X X X May be added in mixes. Will Lolium multi-florum) mow out of most stands. WEEPING 15 lbs. 5'h ozs. - X - - X - Warm -season Perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes Era rostis curvula and acid, infertile soils. May be added to mixes. KOREAN 25 lbs. approx. 1'h X X X X Warm season annual legume. LESPEDEZA` lbs. Tolerates acid soils. May be Les era sti ulacea added to mixes. a Northern Piedmont and Mountain region. See Plates 3.22-1 and 3.22-2. b Southern Piedmont and Coastal Plain. c May be used as a cover crop with spring seeding. d r with f all seeding. May be used as a cover crop X May be planted between these dates. May not be planted between these dates. a U Z w..2 Q yW Cn 5 QQ L ON L > C) C CS �0 co U)70 C� � CV J v tCt " CC) Q c 0 WW W 011 U_ EP TH O CHG LC 2 D 6014 �Irk/ /CNAL ENG 7/16/2018 I..L Q U Z a`� / W J OW >a �Z(0Zm��� JHW0a�xID V W ~I=0 MM zQ 1.� W JLU 2 J N W I..L cr 0- M O mLU LUQWV�� Q~ZwW C� 00 0 J C0 o ao > U a DRAWN BJH CHECKED TMB DATE 07/16/2018 SCALE DRAWING III - 4 ESC DETAILS SURFACE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.38 IMPERVIOUS AREA AT COMPLETION 122 ION-srte ONLY) PERVIOUS/ SEEDED AREA AT COMPLETION 318 (OWUM ONLY) KEYNOTES: OA 24" WHITE STOP BAR E 'STOP" SIGN (SEE DETAILS) © ACCESSIBLE PARKING (SEE DETAIL) © 6" TALL WHEEL STOPS (SEE DETAIL) DO DUMPSTER PAD (HEAVY DUTY CONCRETE PAVEMENT - SEE PAVEMENT DETAIL) O TAPER NEW CURB i GUTTER FROM 6" TO 0" (RE:GRADING PLAN FOR LENGTH � ELEV.) FO NEW SIDEWALK (SEE THIS PLAN FOR WIDTH) © 6" DIAMETER BOLLARD (SEE DETAIL) O SIDEWALK SHALL BE FLUSH WITH ASPHALT AT ACCESSIBLE SPACES Ei AISLES OI PROPOSED 5' CROSSWALK (SEE DETAIL) OJ HANDICAP PARKING SIGN (SEE DETAILS) OK SITE LIGHTING (RE: PHOTOMETRIC PLAN) 6' WOODEN PRIVACY SCREEN FENCE (SEE © DETAIL). FACE OF FENCE TOWARDS ADJOINING PROPERTIES E R/W OM SITE SIGNAGE O DOUBLE 6' WIDE SWING GATES FOR POND ACCESS (SEE DETAIL) DO CG-6 Ci G PER VDOT STDS (SEE DETAIL) © STOP SIGN (SEE DETAIL) @Q 6' WIDE FIRE LANE STRIPING (SEE DETAIL) ® 3' LANDSCAPE BUFFER (SEE DETAIL) �S NOT USED OT RAMP TYPE T - SEE DETAIL OU RAMP TYPE 7 - SEE DETAIL OV 2' WIDE CONCRETE FLUME (SEE DETAIL) OW CG-7 CEG PER VDOT STDS (SEE DETAIL) O STRIPE WITH 4" WHITE PERIMETER STRIPING is 4" INTERIOR STRIPING AT 45" E 24" O.C. O 4' CONCRETE SWALE - REGRADING PLAN - SEE DETAIL O 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) ALBBAARLE COMITY GENERAL CONSTRUCTION NOTES: I. PRIOR TO ANY CONSTRUCTION WITHIN ANY ll 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 10' FRONT MIN. 30' FRONT MAX 50' REAR (ADJACENT TO RA) 35' REAR (IN RA) 0' SIDES (IN HC, ADJACENT TO HC) 25' SIDES (IN RA) PROPOSED BUILDING HT 23' MAXIMUM BUILDING HT (HC) 65' ZONING PC, RA AS SHOWN MAGISTERIAL DISTRICT SCOTTSVILLE OVERLAY DISTRICTS AIRPORT IMPACT AREA DAM INUNDATION ZONE FLOOD HAZARD OVERLAY USE BODY SHOP STREET TREES PROVIDED 5 STREET TREES REQUIRED* 5 *ALBEMARLE COUNTY CODE SECTION 32.7.9.5 REQUIRES ONE (1) STREET TREE PER 50' OF STREET FRONTAGE AND (1) PER REMAINDER OF FRONTAGE GREATER THAN 25'. 253.85' OF STREET FRONTAGE / 50' = (5) FIVE REQUIRED STREET TREES. LIGHT POLE LOCATIONS SHALL PARKING SUMMARY: PROVIDED PUBLIC PARKING 33 PROVIDED EMPLOYEE PARKING 23 PROVIDED VEHICLE STORAGE SPACES 25 y N/F TOTAL PARKING PROVIDED** 56 \ Willoughby Property Owner's Association, Inc. TOTAL PARKING/STORAGE PROVIDED 81 ' C/O Real Property, Inc. FEM��� PID: 076M2-01-00-00090 DB. REQUIRED PARKING* 51 F ` ` M Zone: 19 3 P U D Al 00 Use: Residential PAKrM STING LEAD ALL STRIPING ON -SITE SHALL BE SWSL/4" - ALWAYS SINGLE WHITE SOLID LINE / 4" WIDE, UNLESSD CALL NOTED OTHERWISE BEFORE YOU p DIG ,rP }A,, i One tree, easy w119eLs yoirt utility lion mipq m. Axo helps protect you Irmo ona sate olgyloy is no Accident: *ALBEMARLE COUNTY CODE SECTION 4.12.6 REQUIRES E C FF R Always Cliff Before 11,Dig _ ONE (1) SPACE PER EACH EMPLOYEE PLUS TWO (2) \ % e "`�'m"""`"� ""�'"� -_•,. I _ SPACES PER EACH SERVICE STALL. 23 EMPLOYEES X W (1) SPACE EACH = 23 EMPLOYEE SPACES REQUIRED. W W W / / / \ EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR 14 REPAIR BAYS X (2) SPACES = 28 REQUIRED N SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY pFRF CUSTOMER PARKING SPACES. TOTAL PARKING \ 1 y + \ LINE WHILE DIGGING, YOU CAN HARM YOURSELF GQ REQUIRED = 23 EMPLOYEE SPACES + 28 CUSTOMER y w y i / w OR THOSE AROUND YOU, DISRUPT SERVICE TO AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE 'QY SPACES = 51 PARKING SPACES. FLOOD HAZARD \ RESPONSIBLE FOR FINES AND REPAIR COSTS. y y y OVERLAY BOUNDARY / SMART DIGGING MEANS CALLING BEFORE **SECTION 4.12.4 REQUIRES THE NUMBER OF PARKING EACH JOB. WHETHER YOU ARE A HOMEOWNER OWNER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 LOCATION MAP SPACES IN A PARKING AREA NOT EXCEED THE / y y W y � � � GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. SCALE: 1" =1, 000' NUMBER OF SPACES REQUIRED BY MORE THAN � � � y � � � � y '41 TWENTY (20) PERCENT. STORAGE SPACES ARE NOT y W W ---- ------- ',,VUrl11L_L1 AS PUBLIC PARKING SPACES. � v MAXIMUM NUMBER OF PUBLIC PARKING SPACES = 51 � ILI m 6--------------- X 1.2 = 61 SPACES. / 41 y 41 QO. N/F Avon Holdings, LLC O Q PID: 07700-00-00-011E0 �\ O DR. 2872, PG. 510 Zone: PD-SC Use: Vacant IV IV q, IV 41 IV IV 14, IV 41 STEEP SLOPE - PRESERVED 41 1P OVERLAY (SOURCE: ALBEMARLE P / Gr s ` ` ` COUNTY GIS SHP FILE `' N' IV W IV 41 y W _ / 41 W y W W 41 y W y W y 41 •� �Y �Y �Y �Y Y �Y �Y �Y �Y �Y �Y �Y 20' -Di irbanc Zo W W B. 3471, P PB. 4137, 332 BE PER THIS PLAN, R u r r e a ' y' y y y IV R Y Y L RED PHOTOMETRIC 41ighway Commercial HIg way Ommercla PLAN FOR 77 ADDITIONAL INFO, 20' NO W10- UIQ ROPOSED SWM F CILITY SITE NOTES COLj L JI ACCESS EASEMENT PROPOSED I. CONTRACTOR SHALL REFER TO THE CALIBER COLLISION ® V °' 7❑ STORMWATER ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS, L BMP AND FOR THE EXACT LOCATION OF UTILITY ENTRANCES, u i l i n g Se track Li rie p- N - \ ROOF LEADERS, EXIT DOORS, EXIT STOOPS, ETC. TYP: (4) G R °o 2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF 4' ® 1 \f CURB, CENTERLINE OF PARKING, OR EDGE OF SIDEWALK I • ' • ', � UNLESS NOTED OTHERWISE. 0 3. CONTRACTOR SHALL PROVIDE ALL LABOR AND o,_ 0 �' ��` I L ROPOSED SWM FACILITY 6' WOODEN SCREEN FENCTYPi BB •a p 5O I ACCESS EASEMENT MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE AT TOP OF t 2.25' WALL I E� \ AND PAVEMENT MARKINGS AS SHOWN ON THE (RE: GRADING PLAN) 0 E h I PROPOSED 15' PRIVAT CONSTRUCTION PLANS. 1 ❑ URB STY N DRAINAGE EASEMENT \ 4. ALL STRIPING ON SITE SHALL BE WHITE, 4" WIDE, K �� 8, TRANSITION UNLESS NOTED OTHERWISE. R K V R p 5. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF 't 6 K I X. 50' SHARED 24' 24' DRIVEWAY EASEMENT \ THE SIGN WITH CALIBER COLLISION. L 0 � (TO BE ABANDONED) 6. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN R O W G THIS CONSTRUCTION SET FOR OTHER PERTINENT Y Z © I W 0 PB 3471, PG 411 INFORMATION. 8' 0 PB 4137, PG 332 7 ALL WORK AND MATERIALS SHALL COMPLY WITH REFERENCE PAVEMENT DETAIL FOR GEOTECH S I ALBEMARLE COUNTY REGULATIONS AND CODES AND 0 "' ---PROP. 30' SHARED N/F O.S.H.A. STANDARDS. PAVEMENT SECTION RECOMMENDATIONS I 30 DRIVEWAY EASEMENT Gregory Allen Love PROPERT� LIN I PID: D: 07700-00-00-01100 8. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES 3 G ?s, 0 1 I I DB. 2798, PG. 643 OF TOPSOIL, SEED, MULCH AND WATER UNTIL A NOTES; I ' ❑ I Zone: HC HEALTHY STAND OF GRASS IS ESTABLISHED, UNLESS Z e L I PLO i Use : Vacant NOTED OTHERWISE.00 I. APPLICANT PROPOSES TO DEDICATE (UPON REQUEST) 3O 3O 9. EXISTING SITE IMPROVEMENTS WITHIN CONSTRUCTION InG TO PUBLIC USE LAND NEAR MOORE'S CREEK FOR A EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING X G I1 O 1 �\ (30 C o E G 20'II I LIMITS ARE TO BE ABANDONED, REMOVED OR POTENTIAL FUTURE GREENWAY TRAIL. (ACTUAL TRAIL CONNECTION TO ANY EXISTING ROAD, A PERMIT 0 G L (TYP,-5) -jo I RELOCATED AS NECESSARY. ALL COST SHALL BE PLANNING, PERMITTING, CONSTRUCTION BY OTHERS) 6' WOODEN SCREEN FENCE ----I INCLUDED IN BASE BID, SHALL BE OBTAINED FROM THE VIRGINIAE DEPARTMENT OF TRANSPORTATION (VDOT). THIS AT TOP OF t 3' WALL E 50' Ex. shared Driveway Easement 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 2. SUBJECT PROPERTY IS EFFECTED BY THE FOLLOWING PLAN AS DRAWN MAY NOT ACCURATELY (REGRADING PLAN) 2 LOADING - C (To be abandoned) ned41 1 RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL ZONING OVERLAY DISTRICTS REFLECT THE REQUIREMENTS OF THE PERMIT, 4' SUBGRADE BUILDIN SPACES J a° I PB. 4137, PG. 332 UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED, EC -ENTRANCE CORRIDOR ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING WHERE ANY DISCREPANCIES OCCUR THE N/F FOUNDATION WALL (I2'x25' ea,) STATE DAM BREAK INUNDATION ZONE REQUIREMENTS OF THE PERMIT SHALL GOVERN. Avon Holdings, LLC RETAINING WALL H B AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED AIA-AIRPORT IMPACT OVERLAY 1 - 2. ALL MATERIALS AND CONSTRUCTION METHODS ID: 07700-00-00-01 1 Eo CALIBER (REGRADING PLAN) 0 BY SUCH, ALL COST SHALL BE INCLUDED IN BASE BID. FP -FLOOD HAZARD OVERLAY DB. 2872, P0. 510 11. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD THE STEEP SLOPES -PRESERVED OVERLAY DISTRICTS SHALL CONFORM TO CURRENT SPECIFICATIONS Zone: PD-SC U • AND STANDARDS OF VDOT UNLESS OTHERWISE Use: V a c a n i. CONCRETE SWAL COLLISION F . �3 INFORMATION TAKEN FROM A SURVEY BY SURVEY (REGRADING PLAN) 5' CLEAR WIDT C 0 MATTERS, LLC. 3, THE ENTRANCE ONTO AVON STREET EXTENDED IS NOTED. I PROTO 186 Q 12. UNLESS NOTED OTHERWISE, PAVEMENT SHALL BE SUBJECT TO APPROVAL OF AN ACCESS 3. EROSION AND SILTATION CONTROL MEASURES 18 635 S.F. RETAINING WALL F 6' CLEAR WIDTH STANDARD DUTY ASPHALT. SHALL BE PROVIDED IN ACCORDANCE WITH THE F MANAGEMENT EXCEPTION BY VDOT APPROVED EROSION CONTROL PLAN AND SHALL FFE = 475.0 (REGRADING PLAN) 8' 3Q' 13. ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN. PROP. 30' MAX, SETBACK Y CC 8 ALL HANDICAPPED STALLS SHALL BE 8-FOOT PER THE 4. THE FINAL SITE PLAN MUST SHOW CONFORMANCE BE INSTALLED PRIOR TO ANY CLEARING, GRADING (FROM SIDEWALK) s AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES AND OR OTHER CONSTRUCTION. 20' Utility & Drainage STEPS (RE ARCH C X ALBEMARLE COUNTY STANDARDS. SPACES MARKED "VAN" WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(D 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE 4.5' SUBGRADE BUILDING - Easement AND F, AS WELL AS ANY OTHER APPLICABLE FOUNDATION WALL (+ 4.5' CUT - �. 71-Pc-�11� - - - - - - - - Hill SHALL RECEIVE A "VAN ACCESSIBLE" SIGN. STANDARDS, REGULATIONS, OR OTHER REQUIREMENTS. FERTILIZED, SEEDED AND MULCHED. 30' PROP. MAX. BUILDING SETBACK 5. THE MAXIMUM ALLOWABLE SLOPE IS 2 I WALL) I SUBGRADE BUILDIN 0 �, P 14. STOP SIGNS SHALL MEET THE CRITERIA OF THE STATE OF (HORIZONTAL VERTICAL). WHERE REASONABLY PROP. 10' MIN. SETBACK o FOUNDATION WALL M ° VIRGINIA DEPT. OF TRANSPORTATION AND MUTCD STANDARDS. 15. ALL PARKING SPACES ARE TO BE 9.0' WIDE AND 90" TYPICAL OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER (FROM SIDEWALK) - - - - - - - _ _ _ T P9 6 3 yI �O UNLESS NOTED OTHERWISE. ARE TO BE ACHIEVED, P. RO o �20P. 10' MIN. BUILDING SET�A7k o _ P20P, 10'- i' 43,� 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED ATCHLIN PAPKING SETBACK I 16. THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH NOTE: BUSINESS SIGNS DITCH MAY BE REQUIRED WHEN IN THE OPINION X. RO P A ri ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 32.6. ARE REVIEWED BY OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS ---------------------- 0 - - - - SEPARATE SUBMISSION DEEMED NECESSARY IN ORDER TO STABILIZE A 25. DRAINAGE CHANNEL. RE., OFF -SITE ROADWAY +0,045 ACRES DEDICATED T 0 -�484' (5TH ST STA PKVV )y1-- 1,860' (ANON CT) ALBEMARLE COUNTY PLANNING NOTES 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM IMPROVEMENT PLANS FOR THE COUNTY FOR PUBLIC USE WITH THE VIRGINIA MANUAL FOR UNIFORM SIDEWALK E CURB E RE: OFF SITE ROAD A) ALL PARTS, MATERIALS AND EQUIPMENT SHALL BE STORED WITHIN AN TRAFFIC CONTROL DEVICES. GUTTER DESIGN- AVON STREET EXTENSION (S.R. 742) 0 IMPROVEMENT PLANS (BY ° ENCLOSED BUILDING. SITE LAYOUT 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE (60 Feet Public Right -Of -Way) (DB. 429, PG. 219) 70 B) NO VEHICLE AWAITING REPAIR SHALL BE LOCATED ON ANY PORTION SHALL BE REINFORCED CONCRETE PIPE -CLASS OTHERS) _ OF THE SITE SO AS TO BE VISIBLE FROM ANY PUBLIC STREET OR ANY RESIDENTIAL PROPERTY, AND SHALL BE LIMITED TO LOCATIONS 9. ALL EXCAVATION FOR UNDERGROUND PIPE Edge of A s p h a 1 t e DESIGNATED ON THE APPROVED SITE PLAN, INSTALLATION MUST COMPLY WITH OSHA C) ALL SERVICES SHALL BE PERFORMED WITHIN AN ENCLOSED BUILDING. J 60 STANDARDS FOR THE CONSTRUCTION INDUSTRY _ _ a o------------ ayo �PFH ohe ohe D) NO BUILDINGS IN WHICH SERVICES ARE PERFORMED SHALL BE �- �- (29 CFR PART 1926). a u a y o a u o a u o a u o a U° e LOCATED CLOSER THAN FIFTY (50) FEET FROM ANY RESIDENTIAL OR cUv - - AGRICULTURAL DISTRICT, sc LE r - so• REVISIONS BY U z w .h Q O Q ON S ON L c Q 5'q °U� Q) U, � CV co 0 00 Q .0 J � LL1 W LLJ Q1 LL EP TH CH A LE z o G C D 6014 z� �4V N A L ENG 7/16/2018 Q U W Q J Z > LLI J O W Ca o `� � c r 0) Z CO Z Ll J H W O a�XD cm cD 0 X 0_�� r V W~cc0� vJ J W�J N 04 WWWCCoMcc 0W inC LU Q Cl)H Z W w V m o J CO 0C0 Q O � U a DRAWN BJH CHECKED TMB DATE 07/16/2018 SCALE DRAWING 12EVISIONS BY WOOD FENCE NOTES 4" x 4" POSTS 6'-0" TO 8'-0" O.C. 1) ALL POST AND STRINGERS SHALL BE OSMOSIS TREATED OR PENTA TREATED 2" x 4" STRINGERS PINE, TO BE APPROVED BY ENGINEER. TOP, CENTER, &BOTTOM 6" x 6" 2) ALL FENCE SIDING SHALL BE TREATED PINE. CORNER AND 3) ALL METAL FASTENERS SUCH AS BOLTS, NAILS, HINGES, HASPS, AND ETC. GATE POSTS SHALL BE HOT DIPPED GALVANIZED. 4) FENCE DIRECTION AS NOTED ON PLANS OR AS DIRECTED BY OWNER. 5) SPLICE STRINGERS AT POSTS ONLY. HINGE 6) REFERENCE RETAINING WALL PLAN SHEET CIP3 FOR FENCE AT TOP OF WALLS 1" x 4" x 6'-0" FENCING 6'-0" TO 8'-0" t6'-0" (AT POND FENCING) (0 to N MITER (TYP) 0 0 0 LL 4" x 4" POSTS L LL �ir� 1/4' (TYP) 0 �1" x 4" x 6'-0 FENCING 2 X4 W LIV Ill STRINGERS (TYP) I 12'-0" GA 0 t ilt 1 ft-7 I I I f I 1 J I o1 6' MIN. EACH GATE J ^� `L {I I� ICI 0 n o 0 a 1 a w 12' ih Z ¢ z 3" TYP. J of 2500 PSI P.C. 00 CONCRETE MINIMUM (TYP.) 12" 12" WOOD PRIVACY FENCE FOR SCREENING N.T.S. W R WR s 20' 30' 30'MIN. 25' 20' 30'MIN. 30' 10' 30'MIN. W = WIDTH (feet) OF FIRE LANE R = RADIUS NECESSARY TO ACCOMODATE FIRE VEHICLES R WR = TURNING RADIUS PAVEMENT WIDTH 6„ 25' I I •mm M02110M.1,1111111• 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. FIRE LANE STRIPING N.T.S. 36" WHITE LEGEND RED BACKGROUND R1-1 36"X36" "STOP" SIGN II N.T.S STOP BAP ~m z � W� 0 W >LL �0 OQ WLL w0 STOP BAR N.T.S. MASTER LOCK & LOCK HASP (COORDINATE WITH OWNER) CENTER SOCKET (TYP) PLAN VIEW 1" DEEP SAWED JOINT (TYP.) ✓ 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED ® 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" (TYP) 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 1 1 " G . e" e • • 4 . " 1 a o 0 00 4' NOTE: (TYP) REINFORCEMENT WILL 4" AGGREGATE BASE BE 6 x 6 - W1.4 X COURSE COMPACTED TO SECTION A -A W1.4 WWF. CONCRETE SHALL HAVE 4000 PSI 90% STD. PROCTOR (TYP) COMPRESSIVE STRENGTH ON -SITE CONCRETE SIDEWALK N.T.S. NOTE: STOP SIGN TO MEET AASHTO STNDS. RE: RI -I STOP SIGN DESIGN 36" X 36" 3" GALV. STEEL POLE _ - -III-III-III-I 0 11= ) I I I=I I I=I I I -I I F I-1 111-I I I I I=1 =111-II v III- II111111111 , Q IIJ= -I I �=III=III=III=III=III- I 11111111111-1111Ti1 l lam. - 0 STOP SIGN RE: RETAINING WALL PLANS FO WALL DETAILS 6' 6' �2.0%� 6.67% 2.0%-- �MyX� MAXI TAPER SIDEWALK G-12 WARNING PROPOSED 5' X 5' 6" TO 0" HEIGHT STRIP (SEE DETAIL) SIDEWALK AREA OVER 6' AT TOP is BOTTOM SIDEWALK RAMP TYPE DETAIL OF RAMP AT 2% MAX SLOPE IN N.T.S. ANY DIRECTION WIDTH PER PLAN A" IAIUITP= �TPIPE STRIPE AT 24' ON CENTER HC ACCESS N.T.S. RETAINING WALL NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS SEE SITE PLAN SLOPE 1/4" /FT. - MAX. �I (TYP) r 1 2 R (TYP) 6 PC CONCRETE (TYP) SECTION B-B WIDTH PER PLAN 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' 2' P.C. CONCRETE FLUME RE t STORM DETAILS FOR 1. The maximum slope of the 'structure shall he 1.5:1 (67%). D ,♦` I I 2. Curtain Walls shall he provided at the beginning and end of all paved flumes not TI)A%ITIC ' E WFAL abutted to another structure. The curtain wall shall be el wide as the Flume channel, IV1�I��I�yI extend at least 18 inches into the soil below the channel, and have a thickness of 6 inches. Curt a PRin walls shall be reinforced with #4 reinforcing steel bars placed on 6- OTECTION DETAIL MOT 113.OD inch centers. 3. Anchor Lugs shall be spaced at a maximum of 10 feet on center for the length of the flume. Where no curtain wall is required, an anchor lug shall be installed within 2 feet of the end of the flume. Anchor lugs are to be as wide as the bottom of the flume channel, extend at least 1 foot into the soil below the channel, and have a thickness of 6 inches. Anchor lugs shall be reinforced with #4 reinforcing steel bars placed on 4-inch centers. WALL FLUME DETAIL 4 The flume channel shall have at (east a inch thickness of class concrete with welded wire fabric (6 X 6- W2.1 x W2.1)in the center for reinforcement. N"T s 5. Exnansiun Joints shall be provided approximately every 20 feet. Eighteen -inch dowels of #4 reinforcing steel placed on 5-inch centers shall be located at all required joints. SPACE HANDRAIL POSTS AT 6' MAX, NO EXTENSIONS REQUIRED PER ADA CODE. w HANDRAIL SHALL MEET ADA, UBC E ANSI A117.1 STDS. M > Y < M W Z a I MJ� I 1J� RE: ARCH FOR M a3v=i May FINISH AND COLOR OF HANDRAILS HANDRAIL HEIGHT DETAIL MOUNT RAIL AT TOP OF (N.T.S) WALL (RE= CAST IN 4"-6 PLACE WALL PLANS) O ERIMETER 0 �0�0��000�0 6' MAX 4-38042" MAXt B) HANDRAIL DETAIL HANDRAIL NON -CIRCULAR 6" EX ❑SED N.T.S CROSS SECTION (N.T.S) WALL (RE= 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 114" ABOVE THE WALKING SURFACE. TOEBOARDS SHALL BE PROVIDED ON HANDRAILS AS REQUIRED BY OSHA AND/OR AS SHOWN ON DRAWINGS. R" IA/L-JITF C:-,TDIPE AND CROSSWALK N.T.S. NOTE: P�EFEP�ENCE PLAN SHEETS 2W1-2W3 F02 P2ETAINING WALL DETAILS. P.C. CONCRETE o E 2" TYP. 6" WELDED WIRE FABRIC I 6x6- W2.1 X W2.1 • e /COMPACTED SUBGRADE 1/2 EXPANSION SECTION A -A JOINT MATERIAL 2' a • e ° to � I [:6" 2'-0" (MI e G N) SEE GRADING PLAN FOR LENGTH SECTION B-B PLAN B PARKING AREA CONCRETE FLUME (N.T.S.) CURB B 1/2" EXPANSION JOINT MATERIAL � e A G I • a ° "4 • a PROVIDE 5'X5 I hit LLtc U CURB TO 0" PROVIDE 5'X5' LANDING TAPER 6" CURB TO 0" TAPER 6" CURB TO 0" / VDOT CG-12 CG-6 WARNING 30" CURB STRIP GUTTER 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) CC-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) GENERAL NOTES: CURB WHEN REQUIRED (CC-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 BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNNG SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 481 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4• 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO•T°""""ss aa• THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED 1'CENTER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED MAX BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX seOpe AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY voeoOe e$peog CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED r �i AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 1_ I MAX s �. - 1=111=11 v -III I I IE3 111 I I -I I EI I ---- ---- PERPENDICULAR TO THE CURB. f --- MdN )K II-III-III-III-III-IILIII-IIL-IIL-II�I S - ITI-I ITI=I L-I L-I I� I= =1 I=III=1 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT =III=III=III=III=III=III=III=III=1 e°e>aos•°o?ea = IEl II -III -III -III -III -III- - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4' MIN =III=III= = -III ;$aa,�,ee TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY AT Y 2" HIGHER THAN 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. 11. 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 & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF TRUNCATED DOME uo 10 1.6" 2.4" C C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - ,I, 0 0 0 0 0 0 0 0 0 0 0 0 - THE BACK OF CURB. y Q 60 O O O o 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O "e�• LANDING RAMP + o • aaoae 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N •°°s°°: ° N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 0 0 N 50% TOP DIAMETER BASE OF TOP DIAMETER DIAMETER o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING 0 AT BACK OF CURB SEE NOTE 12. I 0.9"-1.4" 0 VARIABLE FULL WIDTH OF RAMP FLOOR _ BASES PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL XV DOT C G -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SITE DETAILS U Z Q O i > _� C Q �-4 I 00 J (D cn CLo C 3: Go a> Q,rn= a) o Z _ Q 6) 0 J W W UJ 1t LL TH CHG LC y O D 6014 ONAL ECG 7/16/2018 a Z Q J LL J O W > a o O Z Z JUJLOLO JWW�Qo a 00 O~0U X =~� r (n Z m v, J LLJ v WWWCr0MCCw m��� UJ < Q ~ Z W W U� m� J � Q O U DRAWN BJH CHECKED TMB DATE 07/16/2018 SCALE DRAWING 9 12EVISIONS BY (�� -• 1 1 • - • :• - d STANDARD DUTY PAVEMENT SECTION NOT TO SCALE PER GE❑TECH OF RECORD REC❑MMENDATI❑NS so HEAVY DUTY PAVEMENT SECTION NOT TO SCALE PAVEMENT DEPTHS SHOWN ARE MINIMUM (NOT AVERAGE). THERE SHALL BE NO DEVIATION BELOW THE MINIMUM DEPTHS SHOWN. P❑RTLAND CEMENT CONCRETE PAVEMENT P❑RTLAND CEMENT CONCRETE PAVEMENT FREE -DRAINING SUBGRADE-SCARIFIED AND COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY CONCRETE Rl 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 JOINT -CAULKED WITH DOW MATERIALS AND PROCEDURES SHALL CONFORM TO THE VIRGINIA DEPARTMENT CORNING R 890-SL SELF - OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE LEVELING SILICONE JOINT CONSTRUCTION", LATEST EDITION. PARTIAL CONSTRUCTION OF THE PAVEMENT IS SEALANT. 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 I/8" TO I/4" SAW CUT MANEUVERING OF EQUIPMENT. PAVINGDET41LS -T H/4 (1-1/4" MIN.) H , e THE PAVEMENT DESIGN AS SHOWN IS PROVIDED BY PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)., DATED AUGUST 31, 2017. FREELAND E KAUFFMAN, INC. DOES NOT WARRANT THE EFFECTIVNESS OF THE DESIGN. FREELAND E KAUFFMAN, INC. ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR SAID DESIGN. SAWED CONTROL JOINT 4" MULCH OR TOPSOIL (MIN.) 3' HEAVY DUN PROTECTED LANDSCAPE BUFFER OR 4" GRAVEL BASE COURSE 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 LANDSCAPE BUFFER N.T.S. CONC. WASH (SMOOTH DOME TYPE) 36" TALL X 6" DIA. STEEL PIPE FILLED W/ CONCRETE 2'-0" (PROVIDE 72" TALL AT DUMPSTER PAD) DASHED LINE DENOTES PLASTIC BOLLARD SLEEVE TO BE TRAFFIC YELLOW WHERE NOTED. BOLLARD GUARD TO BE SLEEVE MANUFACTURER ALIGN (REF. SITE PLAN FOR LOCATIONS) FACES EXPANSION JOINT WITH COMPRESSIBLE SEALANT BOLLARD@ DOOROLLARD O. t CONCRETE PAVING (REF. PAVING DETAIL) 4,000 PSI CONC. PIER =III= Hfl— —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) BOLLARD DETAIL RESERVED PARKING VAN �&ESSIBLEA "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 a d 'A -CONSTRUCTION JOINT #4 BARS @ / Z'0"O.C. EQUAL I EQUAL 16" CONCRETE/ASPHAL T JOINT DETAIL FIN. GRADE (SEE S/ TE PLAN FOR PA VEA4ENT INFORMA TION) r-ASPHAL T TONE BASE SMNALK ADA SM - SM DETAL v w j z 3: M 4' 4' PAPM LN I5 AND STRPN6 SHALL BE 4' WDE SHALL EE SPAM AT 2C ON CBS M COLOR SHALL EE V"E OR AS DRECTED BY M MW ADA PARKING STRIPING SIGNAGE SHALL BE INSTALLED PER ADA & ANSI A117.1 STDS SIGNAGE OTHER THAN ACCESSIBLE (PED XING, STOP, ETC.) NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0". 7'-0" (MIN) 4'-0" 3500 P. S.I. • e P.C. CONCRETE e d • 4A 4,-0" d A d A • 3" MIN. 1'-6" SIGN BASE DETAIL SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED. CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ROAD AND BRIDGE STANDARDS SHEET 1 OFd REVISION DATE 201.04 ACC PKG SIGN i WHEEL STOP - SEE DETAIL /8 THIS SHEET p h ,O VAN PARKING ,O O O ADA PARKING 2016 ROAD & BRIDGE STANDARDS 2" R CG-6 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. S. 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 GS URBAN STANDARDS. D D T. 1, D D D D D 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 \VD= 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 CG-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. 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 /---4" PAINTED WHITE LINE 6' LONG PRECAST CONCRETE WHEEL STOP ANCHORED W/(2) NOA BARS 12" LONG MIN. (PAINTED TRAFFIC YELLOW WHEN PLACED ON CONCRETE, TRAFFIC WHITE ON ASPHALT) a � 4• 6' I #4 BARS CONT. NOTE: SEE SITE PLAN FOR PARKING SPACE SIZE AND FOR WHEEL STOP LOCATIONS. CONCRETE WHEEL STOP DETAIL SITE DETAILS U z Q � O G �0_1 LL C Q 0 �� � � oU J (D (n \,o co G O (D Q J W W W LL ,TH � Lip CH LC 2 O D 6014 �7 S/ 0 N A L ENG 7/16/2018 a U Z aJ 111 J Er O W >L a o ar CL r Fo_ Z co Z m0LoLo JWWo N a OX~0 0_�v r Z m U W W ZapT 1.r W J J cm W cc c a o� m a Wco es~ a~ZwW J N o ao U a DRAWN BJH CHECKED TMB DATE 07/16/2018 SCALE DRAWING GRADNG E MANAGE NOTES 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. 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 E 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. ALSEMAI&E OaMY GBNAL 0ONSTRUO110N NOTES FOR STORMWATER MANAGOeff RAMS, 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. 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. N /F Willoughby Property Owner's Association, Inc. W W W C/O Real Property, Inc. F y PID: 076M2-01-00-000BO 0 DB. 3814, PG. 193 N�_ W W M Zone: PUD � � � �Q�F Use: Residential 380��\_ \ v v \. y 41 4185 RFF \�09 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 E 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 (t2) 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. _ _ ------ ---- \\ \\� 2\\\ � \ \\�\ \�\\��\mac\\ \ \ �\\ \ \?�\ \ IV NV NV v w W - ------------ --------- \ ---------- 4 0\\\\\ 4 �� \ \ \\ \ \ \ \ \ \ \\ \ \ /, �' \\\\\ \\ �� N/F IV �� g \\4\ Avon Holdings, LLC \ O \\ \� \ \� ���\�\��\�vk�\"'� \\\\��\\`�\\\�\\`�\ ���\\\\\�'\\\`��\�\� \\�'���'�\� \\\\ \\\\\\\_`'`\mob'\`\"'G\\ �\\� �Y + W W W W W J� �L IP PID: 07700-00-00-011E0 \\ \ �� \ \\\�� \\ DB. Zone: PDGSC510 \\\ �`��\ \_�\\\\\\�\ �\\\�\\\� \ \�\ .�6v v Use: Vacant I�Ij�II�II\II 413 GRADING INSET (IU-10 r) I,'I II \6% r 7zb � I r ■■■■r ■� ����� OUTFALL ■ d PROTECTION \ B L Twva.S � ■ _ SEE DETAIL I BW-74.0 'X5' AREA NOT \ I II �I A `, s 7az5 TO EXCEED 2% 7ai TAPER CL ■ TW:73.17 IN ANY ■_ III 111307a.0 FROM 6" BW:72.67 DIRECTION I \ III 4.4� 0' OVER TW,74.75 72.55 \ I II I I 7345 7325 BW:72.75 72.75 TW:73.25 I (IJ 2.8% � I IN�\G WALL AREA NOT BW:72.75 I (SEE NOTE N7aL TO EXCEED 2% SHEET) IN ANY 72.75 PROVIDE CONC DIRECTION RELIEF SWA7 6.67% 72.65 (SEE SITE z ■ DETAILS) \ Q ■ I I up I T I Tw-7ao I 5% 73.15 TC:73.05 I II I II III IvSo I ROOF DRAIf� 2� BC 72.55 ■ I I I I I I I I I I DOWNSPOUT SIDEWALKS SHALL INV =472.2F i l 1 lIj II I I 6� I I j NOT EXCEED 5% 8" 0 R 1 LONGITUDINAL SLOPE A A DRAIN I I 7aa Tc 750 NOR 21 CROSS DRAINEADER I \ ec'7a5 TO-75.0 SLOPE ec'75•o SEE CROSS SECTION INV:47225 Tw.78z5 74.5 A -A THIS SHEET 1 � I I � II BNd5Z 75.0 75.0 BW 7 74.0 73. TC, 73.0 ■ II II II �I \ \ coI 79.0 TAPER CURE 5% BC:72.5 ■ I I I I I t4 6' TO 0" 0 ■ ff -o 1 1 Eo I I I I I I I `b REQUIRED, R: ■ 510 I I I I I I I - 5'X5' AREA NOT TW:75.35 TO EXCEED 2% 74.85 73.0 TC 72.95 ® I II I I I \ IN ANY 1% BC:72.45 ■ III ( I I I I I \ DIRECTION 1 ■ I I I I I I '-CONTRACTOR TO 7■■�____---i■■■■r � I � \IIII� POSITIVE DRAINAGE FROM BUILDING T Co \ ) I oS 20' UtEia e1& 79.5 - 3471,' r I �I CROSS SECTION A -A _ _ - - I 795 �1q _ _ ANDRAIL AT TOP OF CAST IN PLACE WALL (RE:SITE DETAILS E CD WALL PLANS FOR HANDRAIL DETAILS) z m rIv1ULCH AST IN PLACE WALL S/W RAISED SIDEWALK CAST IN PLACE WALL _ 6" ASPHALT PARKING WALL-. -N 1 1 ,485,57224 � // / // (60 Few% Public Right-"g� Of -Way) (DB. 4�, PG. 219) Q' (BY OTHERS) _ - _ �- --- -- Sob sob Sp6 - SD15 - Q - Sp6 S-D-6 tll "/U 3b a�.G3 0.5 / 50' Ex. Shared Driveway Easement (To be abandoned) PB. 3471, PG. 411 PB. 4137, PG. 332 TAPER CURB FROM \ 6' TO 0" OVER 15' Q ROB N 3,891 ,340.03 C I A 0 � � n � �I UTILITY POLE SHALL BE RELOCATED (RE: ROAD PLANS BY OTHERS) LOCATION MAP SCALE: 1" =1, 000' LEGEND PROPOSED CONTOURS - - �009- - EXISTING CONTOURS r SPOT ELEVATION M.E,G. MATCH EXISTING GRADE PROPOSED STORM DRAIN DRAINAGE FLOW ARROW OUTFALL PROTECTION (SEE STORM DETAILS) 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 tt3. TOPOGRAPHY E SURVEY NAVE BEEN PROVIDED BY SURVEY MATTERS, LLC AND ARE REFERENCED WITHIN THIS PLAN SET. SEE PLAN SHEETS 42 E tt3 FOR COMPLETE SURVEY DATA. STORM DRAIN STRUCTURE TABLE STIR. # TYPE RIM/THROAT INV. IN INV, OUT I FLARED END SECTION 467.21 465.00 (2) 2 DI-28 (4' THROAT) 470.80 465.81 (1) 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 MANHOLE 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 16 27' 3.001 465,81' 465.00' 4 - 3 187 28' LOOS 465.28' 465.00' 6 - 9 30' 5' 1.00% 460.55' 460.50' 7 - 6 24" 110' 1.001 461.75' 460.65' 8 - 7 24" 69' 1.00% 462.54' 461.85' GOADING PLAN REVISIONS I BY U Z w .h z Q) Cr CQ 0 LL L � LL c Q _o � Q � CV � J a� cn � 00 Q .0 J � LLI W LL1 1._IL LL EP TH 0 CHG LC z 6014 N A L ENG 7/16/2018 Q U W Q J Z > u.i J OW �}> Ca o a`� III_c r CA Z co Z m(L!L)JOCL(q) J F- W 0 accX°0 O X U=H� r V W �~/� ~CC0 vJ J WMJN WWW�0MCcW in cc C LLJ Q~ Z W w � U� ma J CO Q O � U a DRAWN BJH CHECKED TMB DATE 07/16/2018 SCALE DRAWING -I 4 M scALE r - so' 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 80 scALE r - 4o, XISTI GRAD G TOP OF 'DTH 4 70.NCY R POSED GRADE O SEY TOP OF RISE.5) 100-YR STORAGE L. 468.5 EL.: 468.95NSTALL CLAY f 2:1 v v 10-YYR STORAGE EL.: 468.46>_ SECTIONS OF CLAY CORE [ v I_YR STORAGE EL.; 467.04SHEET) 0.5% RAP STORM OUTLET RIP PER DETAIL (TYP. RE: GRADING PLAN) \� LOW FLO SUMP (SEE DETAIL THIS SHEET) SEE STORM DRAIN - PROFILES FOR DESIGN OF SITE STORM DRAIN POND SECTION 24" CLASS III RCP OUTLET EXTEND RISER ±12' BELOW BOTTOM OF OUTLET TO INSURE SUMP AT OUTLET AND ADEQUATE STABILIZATION OF BASE NOTE: PHASE I POND CONFIGURATION - 25-YR STORAGE EL.: 468.84 0 4 8 vary. scALE r • 4' 1 I Hom scALE r • 4o, 475 470 CORE IN FILL CORE DIKE (RE: IETAIL, SAME 465 460 455 LL TRASH RACK PER VDOT DETAIL -INCLUDE z 2" ANTI -VORTEX VERTICAL PLATE WITHIN CENTER z OF RACK z U U 5' _I I_ TOP OF 5' x 5' SQUARE CONC. RISER, EL. = 468.50 4" WEIR, EL. = 467.25 4" ORIFICE, EL. = 467.25 .MP. SKIMMER ORIFICE (SCH 40 PVC), EL = 466.25 (REFERENCE DETAIL) PERMANENT ORIFICE, EL = 465.0 (POND BOTTOM) 21FICE SHALL BE PLUGGED DURING PHASE 1) IFICE DOWNTURN PROTECTION DETAIL THIS SHEET) INV. OF BARREL, EL = 462.5 BOTTOM OF STRUCTURE EL = 462.5 BOTTOM OF STRUCTURE EL = 461.5 7' x7' x1.5' ANTI -FLOTATION CONCRETE BASE / 30TTOM OF CONCRETE BASE EL = 460.0 /, ---COMPACTED SUBGRADE O 4° 5' 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 STORMWATER 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 STABILIZED WITH SEEDING, FERTILIZER AND MULCH, HYD20SEED AND/OR SOD.' • 'DEVELOPER/CONTRACTOR SHALL RESHAPE PER PLAN SPECIFICATIONS, CLEAN OUT ACCUMULATED SILT, AND STABILIZE RETENTION/DETENTION POND(S) AT THE END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED AND PRIOR TO REQUEST FOR INSPECTION.' 20' TURF w, GRADNG pLm FOR REINFORCEMENT BU GE CY SPLLWAY EMERGENCY LOCAJO CDII I WAY DETENTION POND EMERGENCY SPILLWAY END VIEW N.T.S. TOP OF CLAY �AT TOP OF BERM �GRADEG (MIN.) \- CLAY 'KEY' TO BE PLACED IN EXISTING "1 GRADE NOTE - CLAY MATERIAL TO BE USED FOR CORE MJST BE TYPE 'CL' CR W MATERIALS, AS CLASSII D BY M UNFED SOL CLASSFlCATION SYSTEM MATERIAL CLASSRCATION MJST BE DETBM4M BY, CR N M PRESENCE OF, TI-E rDEPE DEW TEM FM 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 STABILIZATION). • 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 \ OND OUTLET BARREL SHALL HAVE WATER TIGHT JOINTS IN ACCORDANCE WITH ASTM C 361 AND C443. SECTION ° '' ""`"""'-"` ELEVATION 5' SQUARE DETENTION POND OUTLET STRUCTURE DETAIL 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 LOCATION MAP SCALE: 1" =1, 000' z d Lu z U 5' 4' 5' 3" DIA. PVC 90' ELBOW INV.: EL = 465.0 EXTEND 90" E LBOW DOWNWARD 6" PROVIDE 6" MIN. CLEARANCE FROM SURFACE 3 ANY �Y=462.0 x \ SECTION LOW FLOW ORIFICE PROTECTION DETAIL N.T.S. DRY POND SECTION SPEET REVISIONS I BY U z w .h Q O ON L \ ON L c o0 cr) cq � CV J a)W,o 3: 00 Q J Q o LLI W LU a LL EP TH CH A LE z o C C D 6014 / O N A L ENG 7/16/2018 a W aJ Z > LL J ZO W > CaC o `• G r Z Z m��� JHW0, X°0 O X �_�� r V Wcc vJ J WJN .. WWW�0MCcW in C WcoQ� a~zWW � U� ma J co p a0 � U a DRAWN BJH CHECKED TMB DATE 07/16/2018 SCALE DRAWING 17 SCALE: N.T.S. REVISIONS I BY I. ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PLANS PREPARED BY FREELAND is 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. II. THE CONTRACTOR SHALL ADHERE TO ALL TERMS is 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. 475 470 465 455 475 470 465 460 455 4 <CQ o� 010 v v �I � 01 v °C o z m w N Q �I CY I Q w I XISTING GRADE SED GRADE I I 4 UTFAH PROTECTION SEE DETAIL (CLASS Al I I I I DRY RIPRAP) I Iao- o O v Iv cD I� — O z z z 28 L.F. OF 18" RCP ® 1.00% STORM DRAIN LINE 2 27 L.F. OF 18" RCP ® 3.00% STORM DUAN LINE 475 470 465 455 475 470 465 460 455 475 470 465 460 455 450 o w� Lu acc) v ocb 0,0 3: �o I� < < a1� �IMi c.� z I I QI r z I I I wl I I oPOSED GRADE I (EXISTING GRADE I � I I I I I I I 'I I UTFALL PROTECTION SEE DETAIL (CLASS I I I I DRY RIPRAP I I I I ILp Lo '- co v O v I�INI� I� OI NIA NIA �I O ZOQ ZOQ Z z zz zz z 69 L.F. OF 110 L.F. OF 24" RCP ® 1.00% 24" RCP ® 1.00% STORM DRAIN LINE 3 5 L.F. OF 30' RCP ® 1.00% 480 475 470 465 460 455 450 LOCATION MAP SCALE: 1" =1, 000' TORM DRAIN NOTES 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. STORM PROFILES 0 30 60 HORIZONTAL SCALE 1" = 30' O 3 6 VERTICAL SCALE I" = 3' U z w .h Q O C � L � �oN c o C) co i� -j) � N J co U) 3: 00 �o T Q CD J � EP TH CH A LE z o G C D 6014 SS/ 0 N A L ENG 7/16/2018 a W aJ Z > L J ZO W CaC o Z Z m�Lo� J W W D 0 Ox~Occ 0 Il-- =I r V W � r—Im0 v� J J W2JN .. WWWcc0MCcW mLLJ a~ZWW U� m� J N p a0 � U a DRAWN BJIH CHECKED TMB DATE 07/16/2018 SCALE DRAWING 18 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS REVISIONS BY MH-1A NOTES - - - - ST'1 PB-' NO PROJECTION OF PIPE ABOVE GROUND LINE SWM-DR THE LETTERS V.D,Q,T.ONE OPTIONAL, -ACCESS DOOR SHALL BE LOCATED DIRECTLY OVER STEPS WITHIN STRUCTURE 1' 04" DIA IF USED THE LETTERS ARE TO BE r' ` CASE IN THE DEPRESSION IN 70P OF #4, GRADE 60, REINFORCING ROD ENCASED IN TOP OF FILL TOP OF FILL TOP OF FILL--�k f yz" COVER 1" WIDE PAID RAISED �/e" HIGH r A CORROSION RESISTANT RUBBER OR OTHER �"'H111 T/' i' AS SHOWN. r _ _ X • N0. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. - - -- _ - - -- _ - I n _ .T - / ❑ ❑ ❑ ❑ x\ Mxd• DES GNSION MAY VARY WITH MANUFACTURER'S -- GROUND LINE _ GROUND LINE I - - - GROUND LINE x _ - FINISHED A O A .`I2 ORROSION RESISTANT - � I- r �_ � �r rrrrr I - �_ - _MACHINE MACHINE = DIMENSION MATERIAL �T-)T= rrrrrr rrrr III IIII- - _rrr rrrrr n=1 - _T�-=_ rrrr ri 'r ,rrrr _ _ I- ,r1 �V1i- ,11x0 f-jJfrrrr rrr 11=��..II,,rrrr rrr - I5rrr rI I Np,(F,- rrr rr EARTH fJ rrr err -MITI I r EARTHI/ I 4; °. ® O. T. O���tF�C REINFORCING ROD o N -III rr d r 11 o •r, d rr - SOIL UNYIELDING o -I d r �I N N -F ye' II TYPICAL SECTION II I� - _ _ a o o _ BEDDING 1'-BI "DIA LETTERING / U u 1 I MATERIAL . SECTION A -A OPTIONAL O =1 IJ=111JII =1' ; =1 - - - - a a / I MIN. 1/10 D MI 0 D � '�� � � MIN. I/10 D - 11 - x // 4/ MATERIAL MATERIAL X D X \ ❑❑ ❑ r 0 x D X BEDDING x D X BEDDING <F�S Mi N7 2 Miy MiN. S", AC 24H FOUNDATION SOFT, YIELDING, OR reAw �( NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL . i JJ APPROXIMATE WEIGHT - _ _ _ pry Mr CAST IRON PIPE PROJECTION ABOVE GROUND LINE TYP. FRAME 174 + 9 LBS. TOP i' COVER 137 ± 7 LBS. •('•T•'•• MIN MIN MIN. 1.5 u D MIN. 1.5 . D MIN. 1.5 x D MIN. 1.5 x D NOTES: _ - I/i' DIA rr I/4'.: STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF TOP OF FILL STOP OF FILL - STEEL BAR / '� N I4" ,.- -v. 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. _ _ Fn o' TOP OF FILL [## / X .... .# . 41/Z, _ _ -_ _ __ _ - - TYP. 2" z yz / X - ALL STEPS SHALL PROTRUDE 4/2" FROM INSIDE FACE OF _x ___ ? /a STEEL / X `O STRUCTURE WALL. - --� - --� - - PLATE / 1 �� - {: :rrrrrr., rrrrrr: ::.":::::. rrrrrr, rrr,�r, ;. I ±HV - - rrrrrrrrrrrrrr rrrrrrrrrrrrrr: = • - - / T MAXIMUM STEP SPACING TO BE 16" C-C. - •,, rrrrrr rrrrrr ? - rrrrr rrrrr -- - - rrrrrrrrrrrrr rrrrrrrrrrrrrr = rrrr •rrrr:•i$}i}$$:- - - - ::rrrrrr �rrrrrrrrrrr - �� -.. - - - 4'-O" SQ. 4,_p" SQ. B / PLAN 1 B - _ . rr " rrr::. ::::._ - - ::: rrrr rrr :: - - rrr, ST PS SH WITHST MIIMUM FO C OF 300 POUN S WH - - E AL AND A N R E D EN r - rrrrr rr rrrr:= r _ rrr �r rrr - rr •: ]�) r •?:•i:•}:•}:• •} rrr i - 5'-4" $Q. 5'-4" S0. � ' - GROUND / 1 % - L I e I E TENDED 4 FROM THE FACE OF THE SUPPORT. GROUND O I 0' /s" N /z - d :LINE r d ,r :v:•a{titi? - rrrrrrrrr d rrrrrrrrrr _GROUND ' I I x I " SLOT o _ _ o - LINE _ - LINE �'i' /z STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED - - I I FOR THE ENTIRE DEPTH OF ANY STRUCTURE. _ - - - - I TYPICAL SECTION-11-\-- - - - T - - -_. - - _ �/" DIA X 6^ Lc. ' IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED - (DIMENSIONS MAY VARY WITH III III -III -III -III II v EARTH II III _II -III AIIHE AT BOLTS ESIGN)MANUFACTURERS INTO HOLES PROVIDED BY THE FAI3RICAiOR, OR DRIVEN. _ ROCK OR III. W/FLAT WASHERS AND UNYIELDING _ __ __ _ _ FFFL_ __ _ SELF LOCKING NUTS 23�a" DIA I/�� 4F MINIMUM OF 3" EMBEDMENT THEPMINIMUM RREOU REQUIREMENTS SHOWNNHEREONIMID THEATERIALS MIN. 1/10 0 x D x BEDDING ,MAN gEH -X -�-1T- X eSOIL DDNG MATERIAL TYPICAL 8 PLACES -EQUALLY MIN. 1/10 D _ _ STE ING IN FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET MATERIAL MIN. 7/10 D BEDDING' EARTH SPACED ON AN "E" DIA. B.C. 22" DIA N z 1/z" SLOT CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS MID MAX. 24" MATERIAL 20y2" DIA O CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS FOUNDATION SOFT, YIELDING, OR RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL OF SUCH STEPS. NOTE: �� - ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT A HINGED, LOCKABLE ACCESS DOOR .T' BE DOING MATERIAL IN ACCORDANCE WITH WITH A MINIMUM 2' x 2' CLEAR OPENING, ro SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, ® SECTION 302 OF THE ROAD AND BRIDGE ® EMBANKMENT NOTES SHALL BE PROVIDED ON ALL TRASH RACKS, OR DIMPLED SURFACES. SPECIFICATIONS. a FOR GENERAL NOTES ON PIPE BEDDING, le METAL (STEEL) ASTMINUM B221, ALLOY 6 OS T5.TEPS SHALL BE FABRICA7ED IN ACCORDANCE WITH WITH,SECTBACKFILL 302 OFMATERIAL ROADACCORDANCE AND BRIDGE AND INSTALLATION WERSSFGEINERALCULVERT NO ES HIGH DENSITY POLYETHYLENE PROVIDE 2 THICK / 1'-76%" DIA XF ESN THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE SPECIFICATIONS. ON SHEET 107.00. ANTI -VORTEX PLATE (20' MN `J Xa VI UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE, ASBESTOS M REGULAR BACKFILL MATERIAL IN ACCORDANCE APPROX. 1. 5" _22" DIA 5" I T-9Y'4' DIA 4/ 10 ZEFILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL = FOR PLASTIC CLASS I SECTIONA302LOF MATERIAL WITH ISECTIONS302 OF THE ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE��II ��II z•• �' SPECIFICATION TC-C-00498A SIZE REQUIREMENTS FOR CRUSHER RUN WT. (LBS.)TALL X 5'-4' LENGTH) !_ Miy �i-� AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE SECTION B-B BOTTOM ALUMINUM STEP FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I BACKFILL. 95 THROUGH CENTER OF RACK IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. V01 AT SPECIFICATION SPECIFICATION VAT V DOT SPECIFICATION VAT SPECIFICATION '� ROAD PN�RIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE REFERENCE STANDARD STEP INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE STORMWATER MANAGEMENT DETAILS TRASH RACK REFERENCE z U ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS FOR SWM DRAINAGE STRUCTURES /� (1W� SHEET 1 OF 1 REVISION DATE 224 REVISION DATE SHEET i OF 1 SHEET 1 OF 4 REVISION DATE C I R C . PIP E BEDDING AND BACKFILL METHOD''All 302 SHEET 5 OF 5 REVISION DATE " YQ) O VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 302 106.06 106.09 107.01 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 114.08 VIRGINIA DEPARTMENT OF TRANSPORTATION f� 2016 ROAD &BRIDGE STANDARDS 2016 ROAD &BRIDGE STANDARDS 2016 ROAD &BRIDGE STANDARDS 2016 ROAD &BRIDGE STANDARDS : - " 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS � T-DI-2 ES-2 B-1. B-2 T-MH-2 D VJ (� V` �A PAY LINE a^7 LENGTH OF PIPE C E WEEP HOLE (AS REO'D.) STEPS (AS REO'0.1 ` O PAY LINE WEEP HOLE (AS REO'D.) LOCATION OF HOLE 70 VARY WITH RECOMMENDED MINIMUM DIAMETER ' � � 0 � TYPE OF INLET CONSTRUCTED. HEIGHT CHART U HOLE MAY BE SHIFTED RIGHT, LEFT DIAMETER c1 APPROX. 2yzr1 C/� Q OR CENTERED. "H" DIMENSION �B PIPE SIZE I CONNECTOR - SLOPE 1 ow MH-1 FRAME (CONCRETE PIPE) SECTION 12" 4'-8" SIDE w_ J o J IL AND COVER a 15" 4'-111/4" THREADED LUG I 1 I -z 1 I Dow INTERLOCK SHALL BE PROVIDED BY O } = CI ROD I I I I 1" DIAMETER HOLES 3" OVAL SLOT, ST'D. DI-2 \ 18..V-2y2' B I STEPS !(AS REG'D.) I -S' > OR OTHER VDOT APPROVED METHODS. co O qq ��D9 FOR 4 STEEL DOWELS. 1 21" 55'-9"' � CENTERS TO BE 180•APART. ALTERNATE JOINT y ^ CO z4" S-9" i I 1` DETAIL o _ I GRATER & L 21/Z' X 21/Z' X I/�' GALV. ,I �� I SEE NOTE 8. ---- _� 1 ".. 6'-01/2" ' ALTERNATE CONNECTION - - � MEANS OF PROVIDING POSITIVE INTERLOCK ARE TO .d - __ 30" 6--6 2" x� � Ci) - - - J 33" e.-9 ,.. I \I 2 -2 .i / 36" T-1. w I TYPICAL CROSS-SECTION �Y NOTCH, DOWELS, KEYS OR OTHER VDOT APPROVED 0 _ x x FF D x BE INCLUDED IN FLAT SLAB TOPS USED IN m� - DOWEL THROAT SECTION TO 42" 7'-7y" 1 REINFORCED TOE PLATEf T-r CONJUNCTION WITH CURB DROP INLETS. x 0i SPARS REQUIRED)NIT C (- O > VARIES 0" MAX. CHAMBER IF CAST NATERA7ELY SKIRT SECTION MONOLITHIC 2 - W5.5 x ws.s WELDED LOCATION SIZE AND SHAPE �awi 2'_p'� 2�_p�� nN CV Q� 48" 8'-2" EDGE x VJ OR PROVIDE ALTERNATE VDOT B-� WIRE FABRIC OR EQUIVALENT AREA OF HOLE MAY VARY DEPENDING LL STEPSASRE SLOT LENGTH "L" APPROVED METHOD OF INTERLOCK. I SHEET THICKNESS DIMENSIONS 2„ ON THE TYPE OF STRUCTURE. z ( O,D.) PIPE NOTES I DIAMETER A B H E W p op z (� STEEL ALUMINUM I m C A 1" TOL. MAX. 1" TOL. 1 TOE. 2" TOE. e FOOTING 1. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 12" .064" .06011 6" 6" 21" 24" 24" STEPS B pp. � , I / I / I I (AS REQ DJ 15" .064" 060" 7" 8" 26" 30„ 2a„ ° " rn II ' PLAN 2. CONCRETE TO BE 4000 PSI MINIMUM. N A APPROX. 2" MAX. p-p" � 21" .064" .060" o. " " 31" 42" 24" --J 21" .064" .060„ 10.1 12" 6" 41" 42" 24" _ D + 8" + 2x _ 5" 4'-0" 5" > /52 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM-615. W r I > 24" .064" .060" 10" " 41" 48" 24" UJ 4. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY 27"/30" .064" .075" 12" 1 " " 51" 60" 24" B'2 VARY WITH MANUFACTURER. PLAN FLAT SLAB TOP UNIT / 5" MIN. I \ 5" MIN. I I W 3s" osa" .0 51, 14" 19.. " so" 72" 36" DOGHOUSE WITH FOOTING ^, 5. FOR DETAILS OF FRAME AND GRATE SEE STANDARD DI-20. B, C. %; .064" .105" 16" 22" 1," 69" 84" 38" I.Y * 6. VERTICAL REINFORCING BARS TO BE CONTINUOUS THROUGH JOINT. 48" .064" .105" 18.. 7" 78" 90" 24" NOTES 54" .064"/.079" .105" 18.1 " 84" 102" 36" 5" 4'-0" 5' S"I 4'-0" I5"I 2" 7. STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP UNIT. ' 50" .064"/.079" .105"/.135" 18" " " 87" 114" 36" 1-f 2'-O" - 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, ALLOWABLE "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. DIMENSIONS 04 @ CONSTRUCTION , 7" 4" C-C JOINT L 2yz" x 21/2' z I/�' GALV. 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASH70 M199. X Y SUGGESTED ABSOLUTE Mc 6x12 z" I NOTES CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT e' " I „ D MINIMUM MINIMUM MAX. PIPE SIZE MAXIMUM * GMV. � - .'T-� L 2/2 x 2/2 x /� GMV. 2'-0" 1'-3" , 3. CONCRETE SHALL BE 4000 PSI. 2'-0" _ _ _ _ „ # 36" 4.' 6.' 18.' 21" NOTES( *4 @ #4 @ - - - 1. TOE PLATE TO BE PUNCHED TO MATCH HOLES IN SKIRT LIP. GALVANIZED BOLTS TO BE 1.g .` 10" C-C - APPROACH , FURNISHED. LENGTH OF TOE PLATE IS W • 10" FOR 12" TO 3 DIAMETER PIPE AND W • 22" a_ WHERE OPENINGS ARE REQUIRED FOR PIPE. THEY SHALL BE FORMED. DRILLED. OR NEATLY CUT 48" 5" 6" 24" 27" 8" C C v APPROACH _ GUTTER = q;'.: FOR 36" TO 60" DIAMETER PIPE. AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH 1. SEE GENERAL NOTES FOR ADDITIONAI_ INFORMATION ON "GRADE RINGS" OR ADJUSTMENT RINGS". p¢ @ - ":' fq ° ! GUTTER Tp 7 ° ,. < THE ANGLES BETWEEN CENTER LINES, THE INVERT ELE NATIONS, AND THE SIZE OF ALL PIPES TO 60 5" 8" 36" 42' 6. SPACER UNITS SHOWN HEREON ARE PESO KNOWN AS 10" C-C c1' 10" C-C `" x ^ _ - � Z 2. SKIRT SECTION 12" TO 30" DIAMETER PIPE TO BE MADE IN ONE PIECE. THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 4, 6" 8" 4B 54" WEEP HOLES, STEP REQUIREMENTS, .g. = IT i:. n 2?.�.:' _ I 3. SKIRT SECTION FOR 36" TO 54" DIAMETER PIPE MAY BE MADE FROM TWO SHEETS JOINED BY ENTER THE MANHOLE. HOLES ARE 70 BE A MINIMUM OF 4" TO A MAxIMUM OF 8" LARGER THAN 82 7 MANHOLES) DIMENSION, ETC. �� P AR.r �8, ; .',;' VARa N I 8" 60" 66" 7. WHEN SPACER UNITS PILE REQUIRED, "H" IS TO BE / IFyI 1 I _ _ 96 8 8" 66" 72' - E ` _ - RIVETING OR BOLTING ON CENTER LINE, 60" MAY BE CONSTRUCTED IN 3 PIECES. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. R' ' _ "I ' - INDICATES AREA _ °i . � x x `' _ ? INDICATES AREA - ° N ACCORDANCE WITH THE REQUIREMENTS 2. ALL SPACER UNITS, FLAT SLAB TOPS, PAID TAPER UNITS iv ' BE POURED IN PLACE .. r - - - --- - - - - I • - 6. "D" IS NOMINAL DIAMETER. 120„ 10„ 8„ 78 84 ARE i0 BE IN ACCO /� OF CONCRETE TO _ OF CONCRETE TO .v - 4. CONNECTOR SECTION, CORNER PLATE AND TOE PLATE TO BE SAME SHEET THICKNESS AS SKIRT. yO g6" OF AASHTO M799. 8• SPACER UNIT IS TO BE DOWELED OR MORTARED TO BE POURED IN PLACE 96" 102" TAPER UNIT OR FLAT SLAB TOP. 7. T THE EVENT THE INVERT OF THE OUTF ALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE. 3. CONCRETE SHALL BE 4000 PSI. #4 @ 6" C-C HOLES PROVIDED .. ,....° FORE*4PX08" DOWELS ° TOE 6. ENDSSECTION MID FIAND TTINGS ARE TO BE ALUMINUM ALLOY WITH FOR USE WITH PIPE. ALUMINUM ALLOY PIPE. ORE PONDNG OF WATER INVERT OF THE RINCTHEESTRUCT REALL BESHAPED WITH CEMENT MORTAR TO PREVENT STANDING 144" 12" 8" 108" I20" CHA LE / FOR i4 X 8" DOWELS 4. FOR STEP DETAILS SEE STANDARD ST-1. O Z STANDARD RISER ::°. r .. 7. EITHER THE STEEL OR PLLUMINUM END -SECTION DETAILED MAY BE USED FOR PLASTIC PIPE SIZES 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS G C D UNT 8" 8" 8" HOLES ON 12" CENTER -MAX. MAY VARY WITH MANUFACTURER. I Al 8„ 8.. 8" SHOWN IN ST'D. PC-1 OR AN APPROVED PLASTIC END -SECTION MAY BE USED. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER. a'It DEPTH "FI" OF 36" DIAMETER BASE UNIT RESTRICTED V 2'_0, TO 4'-O" MAXIMUM. 2'_0�� 8. WHERE FLARED END -SECTION ARE TO BE USED WITH ASPHALT COATED AND PAVED METAL ELEVATION PIPE, END SECTIONS DO NOT NEED TO BE COATED OR PAVED. BONE ONE PIPE EXITING STRUCTURE) PIPE ENTERING AND SECTION A -A ECTION B-B ALTERNATE SECTION B-B 6014 � (CG-6 CURB AND GUTTER) (FOR USE WITH CG-7 CURB AND GUTTER) (�. SPECIFICATION ` SPECIFICATION ` A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. `v�T SPECIFICATION v `uDOT `uDOT V DOT SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS REFERENCE FLARED END SECTION ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD PRECAST BASE UNITS REFERENCE ROAD AND BRIDGE STANDARDS STANDARD PRECAST MANHOLE TOP UNITS REFERENCE �� G�\ STANDARD PRECAST TOP 105 UNITS c� <a 233 REVISION DATE SHEET 1 OF 1 12" - 60" CORRUGATED PIPE CULVERTS REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE 105 SHEET 1 OF 1 REVISION DATE 105 �)� `` 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 O N A L 7/16/2018 103.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.03 103,11 08/17 103.09 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE 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 hB o z DETAIL 3 RPDII B 60" 5" (AS REQUIRED) I LEGEND PAGE RADIUS-S 72" 6" 10'-6" III � 84 7" A - A A z m 96" 8" FINISHED GRADE STEPS (AS IN REQUIRED) A- FLAT SLAB TOP WITH FRAME AND GRATE (T-DI-1) 103.03 ,N,1 A ELEVATION SET IN LINE 12" TO 16" C-C. B -DROP INLET TOP UNIT (TDI-DI103.04 A C- THROAT FACE BLOCK (T-DI-3,a) 23.05, 703.06 81 3'-O� 8� I�-O� i ; "Ni N I I N LIFT HOLES D - CURB DROP INLET THROAT SECTION (T-DI-3,4) 103.05, 103.06 to to ,{.° E -SPACER UNIT (T-MH-2) 103.09 � yl "'1 z 4 w 5" F - FLAT SLAB TOP WITH HOLE (T-MH-2) 103.09 - x i STEP OPTIONAL DEPENDING wQ x z z �I. , MIN. G - DROP INLET TOP UNIT (T-DI-S) 103.07 2 ON STEP SPACING IN STRUCTURE xj ,y „ -DROP INLET TOP UNIT (T-DI-7) 103.08 J - FLAT SLAB TOP UNIT (T-MH-21 103.09 ir y o� rn 4'-O" N �w I K - MANHOLE FRAME AND COVER (T-MH-1) 106.02 THIRD 106.06 B B 0w L - SPACER UNIT (T-MH-2) 103.09 N I- M-CONCENTRIC TAPER UNIT MH-2) 103.09 L L �� N-ECCENTRIC TAPER UNIT (T-MH-2) 103.09 0-RISER UNIT (R-1) 103.10 W / J B 2" (MAX.) �� P - FLAT SLAB REDUCER (R-21 103.10 IO` RISER u. p- TAPER REDVCER (R-3l 103.10 Z x L I I .y;' ap x iD9 R -MONOLITHIC BASE UNIT - OVER 4' DIA. (B-1) 103.11 R-1 S DOGHOUSE BASE UNIT -OVER 4' DIA. (B-21 03.11 I ' U _ TOOTSECTION 2 BASE UNIT (B-3) 103.12 W 1 1XI 11 _I x I_IN ALTERNATE JOINT V- MONourwc ansE uNlr OVER a DIA (a-n lo3.n Z Q Im - x / I W- DOGHOUSE BASE UNIT - OVER 4' DIA. (B-2) 103.11 (NOMINAL DIAMETER) DETAIL X - FOOTING (B-2) 103,11 `} GEOTEXTILE REINFORCING IN ALTERNATE JOINT DETAIL 103.03 d 3O. O W Q FABRIC ACCORDANCE GEOTE TILE _ FLAT SLAB WITH ASTM A615. F - A A GEOTEXTILE • Q �- 2 O FABRIC SECTION A -A SECTION A -A SECTION A -A R-2 NOTES: IS) 60" ^ CO Z m W o N 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, GENERAL NOTES- PRECAST W V♦ 0I LO LO H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. [L ■ W W 0 J Q N MIN. 3S q_p' 2• ALL REDUCER AND RISER UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS PRECAST STRUCTURES WILL CONFORM TO SECTION 302 OF THE SPECIFICATIONS. 3" DIAMETER WEEP HOLES WILL BE REQUIRED IN PRECAST STRUCTURE'S LOCATED a J Q MN. W ■ MIN. OF AASHTO M799. THE MANUFACTURER WILL HAVE THE OPTION OF SELECTING THE COMBINATION OF ADJACENT TO THE PAVEMENT TO DRAIN THE SUBBASE. PLACEMENT OF WEEP HOLES IN NOTES( 3. CONCRETE SHALL BE 4000 PSI. PRECAST UNITS TO COMPLETE A STRUCTURE UNLESS OTHERWISE NOTED ON THE THE PRECAST UNIT WILL BE DETERMINED BY THE PROXIMITY OF THE STRUCTURE H O / 1 I� X i �p ,Qmww PLANS. TO THE SUBBASE. WEEP HOLES MAY ALSO BE REQUIRED IN OTHER STRUCTURES V r V w U WHEN CA LE FOR N TH PLANS OR DIR CT D Y THE ENGIN R. f a �/l. 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, IS L D 0 E E E B EE O 0 / 1 = + %w o G�r/U 1. FOR MULTIPLE LINE ELWIDTH(WINSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE "H" (LINEAR FEET FOR MANHOLES) DIMENSION SHOWN ON THE STANDARDS Q V (/� W Q OUTSIDE THE CHANNEL WIDTH (W). �i:�1� THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE WEEP HOLES WILL HAVE 12" % 12" PLASTIC HARDWARE CLOTH, 14" MESH W v+ Z i� LIFT HOLES AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. OUTFALL PIPE TO THE TOP OF THE MASONARY STRUCTURE. PLAN "H" DIMENSIONS OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH l/ `J L /� 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWPLL :. w LL ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE. 0/ � r My O OR ENDSECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE ut x 5, FOR STEP DETAILS SEE STANDARD ST-1. SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. Z y WITH DETAIL 2 SHOWN ABOVE. I ' '�' J PRECAST UNITS LOCATED ADJACENT TO CAST -IN -PLACE CONCRETE ITEMS, SUCH W II- r 3. GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS Al I PAID II MATERIALS IN I: STEPS (AS REQUIRED) is > 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF AS FLUMES, DITCHES, GUTTERS, AND SIDEWALKS SHALL BE CONNECTED TO THE W ',- SET IN LINE i2" TO 16" C-C. THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT ADJACENT UNIT BY MEANS OF N0.4 SMOOTH STEEL DOWELS SPACED ON � � J � J N GEOTEXTILE ACCORDANCE WITH THE SPECIFICATIONS. F;. 1! 7, "D" IS NOMINAL DIAMETER. 12" DIA. PVC SLEEVE J " [ MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. THIS APPROXIMATELY 12" CENTERS THROUGHOUT THE CONTACT LENGTH AND EXTENDING 4. S -DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCM CULVERT. 8. WHEN USING R-2 FLAT SLAB,HEIGHT OF STRUCTURE FROM THE SLAB UP WILL APPLY TO ALL STRUCTURES MEETING THIS CONDITION AND IS NOT TO BE AT LEAST 4" INTO BOTH THE PRECAST UNIT TO RECEIVE THE W ^ M FABRIC H - DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH TO THE FINISHED GRADE ELEVATION IS LIMITED TO A MAXIMUM OF 25'. CONFUSED WITH STANDARD IS-1 THE COST FOR INVERT SHAPING SHALL BE INCLUDED DOWELS, THEY SHALL NOT EXCEED 5/e" DIAMETER DRAINS (TYP-2.) Li Im CULVERT. IN THE PRICE BID FOR THE STRUCTURE. PLAN W O J x D x M - THE STANDARD SAFETY SLAB (SL-U IS TO BE USED ONLY WHEN SPECIFIED IN THE SECTION B B y--. I 9, TONGUE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE APPROVAL M W W O M W x USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. W ♦-/ /� MAXIMUM OUTLET OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. BUTYL RUBBER. WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS REFER TO STANDARD SL-1 FOR SAFETY SLAB INFORMATION. S4 � J i My TYPE OF OUTLET PROTECTION MATERIAL VELOCITY MINIMUM "T„ INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE PRICE BID FOR THE 1 III= W V (INCHES) TAPER STRUCTURE. Y4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. (FOR DESIGN STORM) OUTLET PROTECTION MINUMUM LENGTH (L) REDUCER =I Q Z W W V ALL PRECAST STRUCTURES TO BE CONSTRUCTED WITH 4000 PSI MINIMUM CONCRETE. CLASS Al CLASS Al DRY RIPRAP 8 fps 18 TYPE A INSTALLATION 3H Q STEPS IN ACCORDANCE WITH STANDARD IME ARE TO 4' PROVIDED IN ALL MANHOLES COv, CLASS I CLASS I DRY RIPRAP 14 fps 24 R-3 AND IN ALL DROP INLETS WITH AN "H" DIMENSION OF 4'-0" OR GREATER. IIII- / � CLASS 11 CLASSIC DRY RIPRAP 19 fps 36 j 80' V SPECIFICATION wool sPECIFIcnnoN \VDOT I I 1 = J CO SPECIFICATION `vmT REFERENCE STANDARD PRECAST REDUCER AND RISER UNITS ROAD AND BRIDGE STANDARDS REFERENCE GENERAL NOTES -PRECAST ROAD AND BRIDGE STANDARDS IZ' DNA. PVC PIPE SLEEVE DRAIN REFERENCE CULVERT OUTLET PROTECTION ° O Q O ROAD AND BRIDGE STANDARDS 105 I 245 REVISION DATE SHEET 1 OF 1 REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION cc 245 REVISION DATE SHEET i OF 1 07/12 Li 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.10 103.02 7,-6. a14 13•01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS A 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS \ I. ,-0 RIP RAP OUTLET) 113.01 DETAIL u W (FT) S(FT) T (FT) H (FT) TOTAL WIDTH* TOTAL LENGTH* MAT'L CLASS** STRUCTURE 41 DETAIL al 1.5 1.5 1.5 1.5 4.5 FT 4.5 FT CLASS Al DRY STRUCTURE tt3 DETAIL ul 1.5 1.5 1.5 1.5 4.5 FT 4.5 FT CLASS Al DRY STRUCTURE tt9 DETAIL tt3 2.5 2.5 2.0 2.5 9.5 FT 7.5 FT CLASS I DRY FLUME OUTLET DETAIL a2 4.0 0 1 1.5 1 0.25 1 5.0 FT 1 5.0 FT I CLASS Al DRY DH2A, 2B, 2C EXISTING OR PROPOSED TABLE OF QUANTITIES DI-2A, 29, 2C - _ Q\ SIDEWALK. SEE NOTE 15 8`8" L21/2E"X21/y"XI/�' r� E - EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT I.-,.. GALV. MCBX12 G 3�-I2" L REINFORCING STEEL - 8" 2'-2" 8" TYPE CONCRETE BARS A BARS A-1 BARS B BARS B-1 BARS C BARS E BARS F WEIGHT =II O BARS A-1 Cu. YEs. No. Lin. Ft.* No. Lin. Ft. CIE No. Lin. FtA No. Lin. Ft. * No. Lin. Ft.* No. Lin. Ft.* No. Lin. Ft.* Lbs. I RE1 OUTLET �A 5.. C cA' ° r'Q = @ 10" c-c D D _ _ - N w N PROTECTION DETAI DI-2A 6. 1.71 4 3'-2" 5 3'-2" 4 3'-6" 2'-0" 1'-6" 55 d _ FOR RIP -RAP PAD - - BARS B �' 4' 1.71 4 3'-2" 5 5'-0" 4 3'-6" 3 4'-3" to 4'-6" 5 2'-0" 3 2'-0" 3 1'-6" 84 _IIII= IL - �. - @ 10" C-C OINTSD 2.23 4 3'-2" 5 7'-0" 4 3'-6" 7 4'-3" to 4'-6" 5 2'-0" 3 4'-0" 3 1'-e" 119 _ _ TYPICAL 8' 2.51 4 3'-2" 5 9'-0" 4 3'-6" 11 4'-3" to 4'-6" 5 2'-0" 3 6'-0" 3 1'-6" 154 '� O I BARS C N DI-2B 10, 2.79 4 3'-2" 5 11'-0" 4 3'-6" 15 4'-3" to 4'-6" 5 2'-O" 3 6'-O" 3 T-6" 189 N N OO m 12' 3.05 4 3'-2" 5 13'-O" 4 3'-6" 19 4'-3" to 4'-6" 5 2'-O" 3 10'-O" 3 T-6" 224 •. • • • • • • ••=IIII = FACE OF CURB ° 8" C-C 9 z" 12' 9 z" • FLOW 14' 3.34 4 3'-2" 5 15'-0" 4 3'-6" 23 4'-3" to 4'-6" 5 2'-0" 3 12'-0" 3 1'-6" 259 -IIII =IIII -IIII • 000 • • • • • • BARS A i6' 3.61 4 3'-2" 5 17'-0" 4 3,_6„ 21 4'-3" to 4'-6" 5 V-0" 3 14'-0" 3 1'-6" 224 IIII IIII IIII-IIII- I RACK CONTROL JOINT @ 101, C-C LSE 15, 3.89 4 3'-2" 5 19'-0" 4 3'-6" 31 4'-3" to 4'-6" 2'-0" 3 i6'-0" 3 1'-6" 329 3'-0" 20' 4.17 4 V-2" 5 21'-O" 4 34" 35 4'-3" to 4'-6" 5 2'-0" 3 18'-0" 3 1'-6" 364 U4 0 12" (TYP. ALL 3' CL'R ALL '�D - 2'-0" a' 2'-2" B" I_Q COLLAR 1NA�S) STEEL N - _=I1 CLASS I DRY SECTION B-B 6' 2.24 4 3'-2" 5 7'-0" 4 3'-6" 6 4'-3" to 4'-6" 5 2'-0" 6 2'-1" 8 1'-6" 115 *VALUE INDICATES MINIMUM REQUIRED V MIN. 3'-6" 6' MIN. - 2'-7" 2.55 4 3'-2" 5 4 3'-6" 0 4'-3" to 4'-6" 2'-0" 6 3'-1" 5 " 150 o'MAx. PLAN VIEW o'MAx. 1'-4" " 2'-0" N �� 10, 2.82 4 '- " 5 11'-0" 4 '- " 14 4'-3" to 4'-6" 5 2'-O" 6 4'-1" 61.-6.. '- " 185 RIPRAP - (SEE *#REFERENCE GRADED RIPRAP CHART THIS SHEET FOR MATERIAL CLASS REQUIREMENTS �A BARS A-1 L 2yz'X21/z"XI/4" DI-20 12' 3.09 4 3'-2" 5 13'-O" 4 3'-6" 18 4'-3" to 4'-6" 5 2'-O" 6 5'-1" 8 ;; 2520 5 RIPRAP CHART L-VARIABLE-MAX. GALV. SLOPE OF '• 14' 3.37 4 '- " 5 15'-O" 4 3'-6" 22 4'-3" to 4'-6" 5 2'-O" 6 6'-1" 6 $- 8" THIS SHEET) 2'-0" 8" 2'-2" " 8" 3'-0" _ H 16' 3.65 4 " 5 17'-0" 4 3'-6" 26 4'-3" to 4'-6" 5 2'-O" 6 7'-l" 6 V-6" 290 FLUME OUTLET 100 YEAR PEAK RUNOFF( _ 6DNFACE GALV.MQ6x,2 18' 3.93 4 3'-2" 5 19'-0" 4 " 30 4'-3" to 4'-8" 5 2'-0" 6 6'-," 6 6" 325 SECTION A A BARS F _ „ od i, .. F, 20' 4.20 4 3'-2" 5 21'-O" 4 3'_6" 34 4'-3" to 4'-6" 5 2'-O" 6 9'-1" 6 1'-6" 360 100 YEAR, 5 MINUTE INTENSITY, I = 8.7 IN./HR GALVANIZED MC 6 X 12 � of d WARPED SECTION D-D NOTES _ _ _ _ - 2 r > , BARS E SURFACE DRAWN - + '- 1. DEPTH OF INLET (H TO BE SHOWN ON PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A 21. MINIMUM HEIGHT -PIPE DIA 2 6 WHEN PIPES AREA = 0.66 ACRE r� @ 6" C-C WELD MINIMUM COVER OF 2". ARE LOCATED UNDER EXTENDED SLOT OF INLET. ENERGY DISSIPATOR DETAIL t I BEFORE 2. THE "H" DIMENSION SHOWN ON THE STANDARDS BJH //-\� GALV. AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING C VALUE = 0.6 (LAWN) 3" DIAMETER B ( I B BARS E @ V C ' " 8' GALV. WELD ALL FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2". IS REQUIRED ON ALL DI-2 GRATES. LOCATION OF WEEP HOLE \�// M&X12 IIve X 4" TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. CHECKED QI 0 PEAK = 8.7 X 0.66 X 0.6 = 3.45 CFS SEE NOTE 8 '- ' ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES It. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 STUD SHEAR AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE (N.T.S.) SECTION C-C CONNECTOR BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. TMB TO COLLAR. ', MINING RAISED 10 YEAR VELOCITY SHOWN IN BENTLEY FLOWMASTER CALCULATIONS BELOW (6.09 FPS)' ADECREASE TO 1" WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (U WILL, IN EVERY CASE, BE FRONT ELEVATION WHEN INLET IS USED SECTION E-E 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. Worksheet for Paved Flume Outlet WITH MEDIANS. IS-1. THE COST OF FURNISHING AN PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS DATE DI-2A DI-28 MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CURB 1'-4" WARPED GUTTER INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. Project Description L L BARS A_1� APPROACH GUTTER DETAIL A GRADED RIPRAP - WEIGHT ANALYSIS 07/16/2018 ��I ��N THE EVENT THE INVERT OF THE OUTFACE PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH S.I, F Method! Manning Formula ° `a 7" 1„ 4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE. D CONCRETE BLOCKS IN ACCORDANCE WITH THE soave For No""al Depth I I_ _ _ J = I THE NVERT CEMENTOF THE MORTAR STRUCTURE CPREVENT STANDING OR SEE DETAILS SHOWN ON STANDARD DRAWING DI-MB. 2'-6" SEE SCALE = PONDING OF WATER IN THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE I DETAIL A MAT' L CLASS WEIGHT RANGE STONE MIXTURE Input Data = I x FLOW r -• _ ` m WEEPHOLE I " ' L 21// "X21/ "X7/4" OF FURNISHING AND PLACING ALL MATERIALS THE EXPANSION JOINTS WILL APPLY ONLY TO .- I r o BARS A-1 r SEE NOTE 8 BENT PLATES J. GAL YiWIZ INCIDENTAL TO THE SHAPING IS TO BE INCLUDED CURB AND GUTTER. F D "�"� F Rou9nness coenicient o.o1z I 1 o w m @ 0" -C - I BARS A SLOPE OF N THE BID PRICE FOR THE STRUCTURE. CLASS Al DRY 25-75 LBS MAX 10� 75 LBS channel Slope 0.03600 fvft - -I 1 - -I '- 6 - - 0 0" C-C To APPROACH 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH p/2 o . BARS SURFACE STEPS ARE TO BE PROVIDED WHEN H IS 4'-O" (H) OF V-2" WITHOUT PIPES. THE AMOUNT Left Side Slope 8.00 fva(HV) a w BARS B @ , \ OR GREATER. FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCTED TO - FOR USE ON GRADES • I 1 CLASS I DRY 50-150 LBS 60� 100 LBS / X4" STUD 5. OBTAIN TRU QUANTITIES, FOR INLETS OF Right Side Slope a.00 rvn (Hv) i v 10" C-C AR C d_ 1/^ SMEAR CONN. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 1„ > Bono, width o.01 ft L i 8" C-C c WELDED TO ANGL CUBIC YARDS OF CONCRETE FOR EACH FOOT. Discnarge a.as n•)s DI-2C j" �-t BARS F P WARPED TYPE 2'C-C 6. 124C-C8TO BE PLACED " SMOOTH )INS ALL AREAS AT XADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET IMATELY '"' DETAIL A TYPE -A SURFACE TYPE B 7. TO ABUTTING CONCRETE TO PREVENT 1 OF 2 IS TO BE L i6" AT 4.10 LBS./FT. W• - • A MAXIMUM 10% OF THE STONE IN THE MIXTURE DRAWING Results L - - J - J a0 SETTLEMENT. 45" GRATE I Ir - '' STEPS 18. *DENOTES LENGTH OF ONE (1) BAR. 150 ± 7 LBS CAST IRON -NMAY WEIGH LESS THAN THE LOWER END OF THE RANGE, Normal Depth 027 ft FLOW I FLOW SEE NOTE 5 NOSE DETAILS 3" DIAMETER WEEP HOLE TO BE LOCATED TO f� 2'-3" TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. 8. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 19. ALL REINFORCING BARS TO BE#5. (SOURCE - VA ESC HANDBOOK SECTION 3,I9) Flow Area o.57 n= I _ 12"X12" PLASTIC HARDWARE CLOTH �' MESH _ _ _ I TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STAIDPItD. OR GALVANIZED STEEL WIRE, MINIMUM WIRE 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT Welted Perimeter 4,29 ft GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE DIAMETER 0.03",NUMBER 4 MESH HARDWARE WATER TOWARD THE INLET THROAT. SECTION F-F Hydraulic Radius 0,13 ft FOR USE IN SAGS SECTION A -A OF 68.30'AND IS TO BE ANCHORED WITH y"X4" STUD CLOTH ANCHORED FIRMLY TO THE OUTSIDE Top width 4,26 ft BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1. SHEAR CONNECTORS WELDED TO BENT PLATE AT 2' C-C. OF THE STRUCTURE. crlfical Depth o41 n V�T SPECIFICATION SPECIFICATION Critical Slope 0,00360 fVfi STANDARD CURB DROP INLET REFERENCE REFERENCE STANDARD CURB DROP INLET VDT ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS Velocity 6,09 The SHEET 1 OF 2 REVISION DATE 121I - 2411 PIPE: MAXIMUM DEPTH (H) - 91 233 233 1211 - 2411 PIPE( MAXIMUM DEPTH (H)-91 REVISION DATE SHEET 2 OF 2 ' STOQM DETAILS 19 Vebclry Head 0,58 n VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION Specific Energy 0.84 ft 104.03 104.04 F-de N"mbar 2,94 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS Flow Type Supercritical REVISIONS BY 5" CedaR. 12" Cedar TREE PROTECTIO FENCE (SEE DETAIL) >> c, - I, ■ 12" Cedar FEMq 2 .� �. oNE / FEMq o�qMooR S Z NE X � .� .� .�\ F CR 41 1 W '41 4' y y y ��Q � � � y I ^ Q EXISTING WOODED AREA y y `' y = im y LT, (MIXTURE OF DECIDUOUS L o a `'' EVERGREEN) o o I v .V .V ,\L1 \11 \1/ \1/ \1/ \1/ \1/ \1/ \1/ 41 IV IV 41 4' Oak �10" Oak y w w w w 10' Oak 5" Oak 8 akW W W W W 4AI 5" Oak 8" Oa k 41 41 4 STEEP SLOPE - PRESERVED OVERLAY (SOURCE: ALBEMARLE .� .� .� COUNTY GIS SNP FILE 010" Oak 7" Odk �12 Oak 91�k a AVON STREET EXTENSION (S.R. 742) (60 Feet Public Right -Of -Way) (DB. 429, PG. 219) 111, 41 41 3" yak 41 / lY W J �• �'�� •• 16" Oak `7 0" Oak 18" Oak 2g':' 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-I6 CONDITION n3. PLANT LIST LOCATION MAP SCALE: 1" =1, 000' 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 VVO WO QUERCUS WILLOW 2.5" MIN. CALIPER, AS SX370 = 2,960 SF. PHELLOS OAK MIN, 12' HT SHOWN w 3 EO EO QUERCUS ROBUR COLUMNAR ENGLISH 2.5' MIN. CALIPER, AS 3XI4 = 42 SF. FASTIGIATA' OAK MIN. 10' HT SHOWN 2 gC 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 38 NSH ILEX X 'NELLIE NELLIE STEVENS MIN. 4' HT., FULL 7' O.C. 38X44 = 1,672 SF. STEVENS' HOLLY 19 NPH ILEX CORNUTA NEEDLEPOINT MIN. 18" HT., FULL 3'5 NA m C0 19 O AB ABELIA GRANDIFL02A ROSE CREEK MIN. 18' HT., FULL 3 NA 'ROSE CREEK' GLOSSY ABELIA O.C. TOTAL TREE CANOPY AREA 8,424 SF. SEED (95% KENTUCKY 31 OR TALL FESCUE, 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS) LANDSCAPE CALCULATIONS MULCH STEEP SLOPE PRESERVED (SOURCE ALBEMARLE CO. GIS SHP FILE) TREE PROTECTION OSF FENCE (SEE DETAIL) LIMITS OF CLEARING AND GRADING NOTE: BUSINESS SIGNS ARE REVIEWED BY SEPARATE SUBMISSION STREET TREES REQUIRED, 3.5" CAL. SHADE TREES 35' O.C. PROVIDED: 7 SHADE TREES SPACED 35' O.C. U DE12STORY FLOWERING ORNAMENTAL TRES RE-QURED= FLOWERING ORNAMENTAL TREES INTERSPERSED AMONG THE STREET TREES PROVIDED: 6 FLW. ORNAMENTAL TREES PARKING AREA REQURED= 5% OF PARKING is VEHICULAR CIRCULATION AREA LANDSCAPED W/ TREES OR SHRUBS 31,271 SF. X 0.05 = 1,564 SF. REQ'D PROVIDED: 3,806 SF. INTERIOR PARKING / VEHICULAR CIRCULATION LANDSCAPE AREA PROVIDED TRESS AT ENDS OF PARKING ROWS REGIUM= TREES LOCATED AT ENDS OF ROWS OF PARKING PROVIDED: II LG. DECID. TREES LOCATED AT ENDS OF PARKING ROWS LANDSCAPING OF PARKING AREAS REGURED_ LG. TREES SHOULD ALIGN PERIMETER OF PARKING AREAS (40' O.C.) PROVIDED: EXISTING TREES TO REMAIN E NEW TREES TO BE PLANTED TO ALIGN PARKING AREA AS SHOWN ON PLAN LANDSCAPING OF PARKING AREAS REQUIRED= I TREE PER 10 SPACES DISTRIBUTED THROUGHOUT INTERIOR PARKING AREA is SHRUBS TO MINIMIZE PARKING AREA IMPACT ON ENTRANCE CORRIDOR STREETS. 81 / 10 = 8 TREES PROVIDED: 12 INTERIOR PARKING LOT TREES PROVIDED 31 EVGR. SHRUBS TO MINIMIZE PARKING AREA IMPACT ON STREET. LANDSCAPE ALONG REAR MEST) BLDG. ELEVATION REQUIRED: LANDSCAPING TO RELIEVE BLANK WALL PROVIDED: 13 LG. GROWING EVGR. SCREENING TREES BUILDING LANDSCAPE REQUIRED: TREES OR OTHER VEGETATION PLANTED TO SOFTEN APPEARANCE OF EXTERIOR WALLS PROVIDED: 13 LG. GROWING EVGR. SCREENING TREES ALONG WEST BLDG. ELEVATION SCREENING FROM ADL RUIRAL ZONNG M PROPERTY LIND REQUIRED: EVERGREEN SCREENING TREES MIN. 4' TALL SHRUBS MIN. 18" TALL PROVIDED: 40 LG. GROWING EVGR. SCREENING TREES TREE CANOPY REQUIRED: 10% OF SITE SITE AREA (EXCLUDING RA ZONED PART OF PROPERTY) = 80,494 SF. 80,494 SF. X 0.10 = 8,049 SF. REQ'D TREE CANOPY AREA PROVIDED: 8,424 SF. TREE CANOPY AREA (SEE PLANT LIST) SCREENING (RE IRED= SCREEN MECHANICAL EQUIP., REFUSE AREAS, ETC. PROVIDED: TRANSFORMER SCREENED WITH EVERGR. SHRUBS DUMPSTER SCREENED WITH OPAQUE FENCING LANDSCAPE PLAN 0 30 60 scALE r - so, U Z w .h Q O Q ON c Q OI G ° C, Y c � N Jco W 00 Cr > QJ � LLI W LL1 a LL EP TH CH A LE z o G C D 6014 N A L ENG 7/16/2018 Q U W Q J Z > LL J O W > CaC o CA Z Z m�� � J H Cm W p a—Xa,° O X 0 1-- r V W �/� ~000� vJ J W�JN WWW�oMCcW m cc CO � Z c > U U� ma J CO0 Q O � U a DRAWN BJH CHECKED TMB DATE 07/16/2018 SCALE DRAWING I- gas one m ohe m