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HomeMy WebLinkAboutWPO201800026 Plan - VSMP 2018-10-23•]Fs Y4CF :III • � Foy CALIBER COLLISION AVO\ sT���T XT�NSION ALBEMAf��E COUNTY, VIf�GINIA 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 (PHASE U �5 DEPT OF UTILITIES 168 SPOTNAP ROAD CROSSINGS WELL IN ADVANCE OF TRENCHING. IF THE CLEARANCES ARE LESS THAN SPECIFIED ON 5 EROSION � SEDIMENTATION CONTROL PLAN (PHASE 2) P 305 4TH STREET NW CHARLOTTESVILLE, VA 22903 CHARLOTTESVILLE, VA 22911 THE PLANS OR 12", WHICHEVER IS LESS, CONTACT FREELAND E KAUFFMAN, INC. (864-233-5497) AND 6 EROSION E SEDIMENTATION CONTROL DETAILS �} CONTACT ON OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 7 EROSION 8 SEDIMENTATION CONTROL DETAILSo� CONTACT CHRISTIAN CHIRICO PHONE (4344)) 977-4511 4511 8 SITE LAYOUT 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 LANDSCAPING OPERATION. 11 SITE DETAILS DOMINION VIRGINIA POWER VIRGINIA DEPT. OF HEALTH 17 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 18 DRY POND SECTION SHEET PHONE: (434) 972-6812 CHARLOTTESVILLE, VA 22903 REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE 19 STORM PROFILES PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE 20 STORM DETAILS PHONE: (434) 972-6200 INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. OWNER AND FREELAND is KAUFFMAN, 21 LANDSCAPING PLAN 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 �D_ N I N G AGENCIES CONTACTS: OWNER AND FREELAND � KAUFFMAN, INC., HOWEVER, ASSUME NO RESPONSIBILITY FOR THESE STRUCTURES AS FIELD CONDITIONS DURING CONSTRUCTION OFTEN DICTATE MINOR ELEVATION EROSION CONTROL E WATER QUALITY DEPARTMENT OF TRANSPORTATION ADJUSTMENTS. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY AND EXPENSE FOR MODIFYING THESE ALBEMARLE COUNTY VIRGINIA DEPARTMENT OF TRANSPORTATION STRUCTURES TO ACCOMMODATE THESE FIELD ADJUSTMENTS. COMMUNITY DEVELOPMENT 401 MCINTIRE ROAD CHARLOTTESVILLE RESIDENCY 701 VDOT WAY 8. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT REVISION CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22911 CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE DEVELOPE�- CONTACT: MATT WENTLAND, PE CONTACT: ADAM MOORE, PE PROJECT, ASBUILT SURVEY OF THE DETENTION POND, AND PREPARATION OF ANY OTHER REQUIRED PHONE: (434) 296-5832 EXT. 3458 PHONE: (434) 422-9782 AS -BUILT PLANS TO BE SUBMITTED TO ALBEMARLE COUNTY COMMUNITY DEVELOPMENT AND/OR MWENTLANDeALBEMARLE,ORG I OTHER ATI C�OSS DEVELOPMENT 00 ALBEMA�LE) LLC A SURVEYOR LIC NOSEDE INTO HEWSTA EELOFS VIR6 NIA.ONDS. ALL SURVEOYS SHALL BE PERFORM DRBLL PLANNING E ZONING STORMWATER MANAGEMENT ALBEMARLE COUNTY ALBEMARLE COUNTY 9. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO VIRGINIA DEPARTMENT OF 4336 MAPSH 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 CAWOLLTON, 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 MWENTLAND®ALBEMARLE.ORG 11. THE CNTACTR SHALL INCLUDEIATED RICE ALL MATVIRGINIA CONTACT PREQUIRED RTESTWG (214) 614-8252 WITH TONE OF THE WATERINANDE SEWERR LINES BY DEPARTOMENTS 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 0F 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 ALLAY 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 HDIG TELEPHONE (864) 233-5497 mrauorFPwoen� """*`" .- fr.noebwAcwne O �IM1YRw� �I��ImNL wr ��k = APPROVED by the Albemarle County Community Development Department CN^A E G _ SU�VEYO� Date 11/07/2019 EVERY S LIKE JOB REOLIRESTREE A CALL EVEN SMALL PROJECTS UJ= PLANING TREES OR SI-RIBS. F YOU I-ff File W PO 2 018 0 0 0 2 6 6014 SUPVEY MATTE PS) L L C AN UDERG2000 URM LNE WIIE DIGGNG, YOU CAN HARM YOURSELF— OR THOSE AROUND YOU DISRUPT SMVICE TO AN WIM NEI"CQkOOD AND POTBJTIALLY BE RESP FOR RIES AM REPAR COSTS, � /23/2018 107 NILLCPEST AVENUE SMART MGM DEANS CAUM 81 BEPORE EACH JOB. *Eh YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR. ONE CALL TO 81 GETS YOUR LPDERGWM IMTY L� MAR FOR � SIMPSONVILLE, SC 29681 SHEET TELEPHONE (864) 451-0176 OCTOBE� 23) 2018 LEGEND \ I / 463- \ UTILITY INFORMATION Zoned: HC (HIGHWAY COMMERCIAL), RA (RURAL AREAS), AIRPORT IMPACT o AREA, DAM INUNDATION ZONE, & FLOOD HAZARD OVERLAY STREAM BUFFER PROPERTY LINE °WV WATER VALVE 460.8 \� I 1.12 \\ \ I\o WATER: SETBACKS FOR HC (SEE SHEET 8 FOR RA SETBACKS): ADJOINER PROPERTY LINE HYDRANT 462.94— \ 4 90 ALBERMARLE COUNTY SERVICE AUTHORITY Front —Minimum: 10 feet from the right—of—way or the exterior edge of W W PRESERVED STEEP SLOPES ''" \ \� 1.� (434) 977-4511 the sidewalk if the sidewalk is outside of the right—of—way, for off—street O EASEMENT LINE O IRON PIN—REBAR FOUND \ _ \ parking or loading spaces, 10 feet from any public street right—of—way. 4 IPINF 462. —�C,, I 2.46 _. � � WATERCOURSE *NAILF NAIL FOUND .86 I 64- \ SEWER: Front —Maximum: 30 feet from the right—of—way or the exterior edge of �PA, 1 1 / \ j SCEPTIC SYSTEM —STORM DRAINAGE PIPE 0 IRON PIN SET-5/8" REBAR \ the sidewalk if the sidewalk is outside of the right—of—way, provided that \ — IPINS 464 S`1 00 \ this maximum setback shall not apply to any structure existing on June wtr WATER LINE • CALCULATED POINT A 63,81 ELECTRIC: N/F CID 18" CMP \ 6\ 586 8 4 \.62 ° (866) 366-4357 DOMINION VIRGINIA POWER 3, 2015 and to any structure depicted on an approved final site plan Lori D Fitzgerald gas GAS LINE III, UTILITY POLE Inv=462.54 46 that is valid on June 3, 2015 as having a front setback greater than 30 O a 4 PID: 07700-00-00-01000 � a � ohe OVERHEAD ELECTRIC 462.59 — 46g, feet; none, on any lot, including a corner lot, abutting a principal arterial SITE Q' DB. 1498, PG. 287 a a a 464.43� / \� VI GAS: highway. Zone: LI a�41/J3�X 416.46a a \ I CITY OF CHARLOTTESVILLE AI I I Side and Rear —Maximum: If the abuttin lot is zoned residential, rural c./ a a I (434) 970-3211 g 1 a a CO/ I� / V, / 1 Co a a \ areas, or the Monticello Historic district: (i) no portion of any structure, a 8 a a a a o " /-;;z I a, — excluding signs, shall be located closer than 50 feet from the district a 29 TELEPHONE: boundary, and (ii) no off—street parking or loading space shall be loca tedN�lf 4 4. CENTURYLINK a Ipin� '466` TPED (434) 207-2508 closer than 20 feet to the district boundary. a a a tlI 14�3.12 46�o N \Stepbacks:a �o � f�4 a I V- ' ((,� " Front: For each story that begins above 40 feet in height or for each 4 4 466.33 XFIN TY BY COMCASTN to 7\2 N 'o0 X464.45 46 story above the third story, whichever is less, the minimum stepback shall a (800) 266-2278 be 15 feet.Inv=464.13 a a a In 7 466.87 �66. Side and Rear: Nonea �411 .11 I II11 C a 1 I 1II0 �a a 11((I(a o �'23 -465-- IX _13 Oak % FLOOD INFORMATION NOTES: �h Oak .23 2 oN�N apFRFCORr �N LSCOACLEA: T1iI"_O= 1N,00M0' AP 60 / 465. FLOOD ZONE: "AE" AREA WITH BASE FLOOD 1. NORTH ARROW, BEARINGS, AND COORDINATES ARE BASED UPON VA GRID NAD 83 ESTABLISHED BY STATIC /31 I I I I I I I I I IIII,, 1 I� I %I 1 1 8" Oak 4\6� \ I o ELEVATION OF 372.5 ESTABLISHED AND GPS OBSERVATION AND OPUS SOLUTION. ICI I I I I� I� \\\\ \ I I I I - Grass 1 "X" AREA DETERMINED TO BE OUTSIDE THE I a1 I I a I 1 I I I ( er / IIII IIII �, �j �r-�— \ \ \ 0.2% ANNUAL CHANCE FLOODPLAIN 2. ELEVATIONS ARE BASED UPON NAVD 88 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. I�l I I I I 1 \ \ \ \� III IIII I I h\ ` I / //ys// / 4 a 13 466— X �467`8�\ �\ PER FEMA MAP NO. 51003CO288D a Z \\\ ��I 1' k \ \I�II EFFECTIVE DATE: FEBRUARY 4, 2005 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS: XX //�// �61 �\ \ \A, A. PLAT BOOK 4137, PAGE 332 RECORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. \ \ \ \ PARKING 68 73.49 1• � I l 1 h l / 1 /a11 � I I �/ // � ,/ // // // ��//�//�///�//�///�// / / \\ \ \ \ \ II / la I I I / / /// / / / / / / \ __ 4. THIS SURVEY MEETS THE REQUIREMENT FOR A CLASS "A" SURVEY (1:10,000) AS DEFINED FOR THE 377 9� / 1 I / II 1 / / // / // �// // ii// /�/ �� ` , �C 466.88 \ \ d REGULAR N/A II > / g/ /a/ I / //////// / /// /fi / / // / �% �/ \\ \ C�8 \ o / STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF VIRGINIA. 77.02,,1 / I / l l / 11 / 1 I I // /// 11,7 //�/� �f// �/ / / \ \\\ �� \ y HANDICAP = N/A II I I �� / �/ /� / / /�/ / / 11 III /� '•/ / ////�/ 468. 8 �`6 \ \� ° 5. THE AREA WAS DETERMINED BY DMD METHOD. 1 J' l 11 �/ i / / /////i+l!/, //X XY11 4 �'�` 15" CMP �I I I Imo, ��l/�/ / lal l� lllll//'/ ////�/////�/////� //� / // \\ \ \�\ Inv-468.09 6. ALL HORIZONTAL DISTANCES ARE GROUND DISTANCES. ��/ l / l l / l la/ I ICI I I�// // /� //�/////�/,�' //a SPED / / a////// /// /// / / N/F \ 7. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET #A721403244—OOA, FIELD a a a I I I I, /����/ /�/ /� 'j,,///// >�/ / //� 46 , a,- Gregory Allen Love Gqs\\\ o/ 26 SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE Z I 114/���/ l l / / IIII III/ //// // / / // ,N6 PID: 07700-00-00-01100 �iQj� \ \ ovn 470. UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR / / DB. 2798, PG. 643 N 469, 5 // �/ // 7/ / / / q�8 i , 8 ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN / // // /� / / Zone: HC v 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 /I IIII IIIIIIII/// /////////// //// /4" Oak\g\g UTILITIES. IIIII /i III �11111111'I/ �/// f//,�///�/// �// 50' Shared Driveway Easement \ \ 470. 4� \\ \ Tq `o I II 11 �/ �� �/ I/ DB. 3471, PG. 413 46 53 70 3 ^^ 8. THE PROPERTY APPEARS TO BE IN FEMA ZONE "AE" AREA WITH BASE FLOOD ELEVATION OF 372.5 a a a �aI I IIIIIII Ij / // / // / PB. 3471, PG. 411 470.E / °` \ \ ESTABLISHED AND "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP I I I IIIIII �l1 //j��� � �f �I 'll II (''� / // / / / PB. 4137, PG. 332 \ \ 1\ I \ 15" CMP #51003CO288D; EFFECTIVE FEBRUARY 4, 2005. a I I III/ P/ �I I II111 l�///� l/44/// //�i Poe \\ \ a I I IIIIII l%j/,r%X���II 11 // // / // / �� Exception #11, 15, 16, 22 N 3,891,340.03 n\, nv=469.37 I I I II 1l�ll Xis%illll IIIII II/ // /// � // X 46i�s1469" The maintenance shall be by the owners of the E 11,485,707.76 \\ \ 9. ZONING PROVIDED BY ALBEMARLE COUNTY TO BE USED FOR INFORMATIONAL PURPOSES ONLY. lots affected by the shared driveway easement, not by / \\\ 4R 06 I 1111111 I I/ /�'%�i�/ ��III IIIIII/IIII' l//// 16" Oak the Virginia Department of Transportation or the county. 1 \ 0. 1 10. TOTAL AREA = 190,876 S.F. = 4.382t ACRES P 1� l l X 469.29 ,�� \\ 470. 6 JI IIII//IIIII �/ I 4 .9 \ 471 9� g 11. NO EVIDENCE OF RECENT EARTH MOVING, BUILDING CONSTRUCTION, STREET OR SIDEWALK CONSTRUCTION WAS 1 II#IIII Ij�1IIllll �i�� /llll III//IT1111//// /// pp �� �� 47 \\ \ OBSERVED ON SITE. / II/ I X 469.28 O 470.19 ��� 6" Cc r O.C<V \\ \ I I I I IIIIIII/ 13" Oak I ,4 / ,�� I inf \ e 12. THE SITE DOES NOT APPEAR TO HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. I I IIIII II III III // %;��i�11 IIIIII)'/Ill/// I X468.16 69,— 3" oak \# PP \ I II I II11 I�I111III111�IjIII ('Illl l/ � %�/II I�IIII� Il 6 L�' (pins Apparent Encroachment _\\ / / ��- \\ \ RO• °, 13. NO VISIBLE FLAGGING EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT 1 �I IIII I I II11I I I / �/ ///��/1 I'I ICI 6 I Shed �4 X 469.5y� / ak \ \ 6O \ 71. 2 THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS �14" Oak "E�� \ �0 / / / Oakes \ \ BEING LOCATED ON THE SUBJECT PROPERTY. I I IIII 1 >�111�111111 I / lll'`��— il�ll711l • 472 32 a I I I I I II I I II I J I I 51 \ / / \ \ 7 .25� 14. THE PARCEL HAS DIRECT ACCESS TO AVON STREET EXTENSION A 60 FOOT WIDE PUBLIC RIGHT—OF—WAY. f 1 I I I�II►I I�I I1111III�II�I / / ;-311I1 II Nw ) / / \ \ \ I IIIII I I� I I III ll �l/ _//I IIIII L „ N / GPa�r \ r_ IIIIIII11�111�//1/�// / /%I�IIIIII ins 14 ak > / \ / // X473.64g1e 472 1�0� L 15. NO RECENT OR PROPOSED CHANGES IN SIDEWALKS OR STREETS WHERE FOUND AT THE TIME OF THIS I I I I I#III I I IIII,, II s \ / \ 47 �J \ o ° , \ SURVEY. I I I I I I I I I�I �I I I IIIII 1111�1 II l �/ l / I /// / �—Jl/I �II� II II / / \ 469.4c- a, I x)468.90 �� / , o9"E�' // // „ Oa \ \\ \ Z ��- \ � III III'I / � \ \ 0 16. PER LETTER SP201700016 DATED APRIL 25, 2018 THIS SITE HAS BEEN FOUND TO BE IN COMPLIANCE WITH I I 1111�11111111 I "1111II 1/� l/ �lll�l//��� 11�1111 469 / / �j'I• 4" Oak \ \\\ (n� Now \ SPECIAL USE PERMIT AND ZONING COMPLIANCE CLEARANCE. z � � II I �11I�1 ► h►II IIIIII 11 // � �Ij III �^ \\ I I IIIII 1111�11 / //IIII ° o / / / / /6" Oa x2 \ \\\ 473. Exceptions to Title, Schedule B — Section II, Chicago Title Insurance Company II I III 11 I HMI>I I / /// / I u X /.5/ �� �,\o P g N/F 1 .1 I II 111111I 4 1I 1411II / / //I �% II (� / X -- / / X 47 / /N \ \ - A 2.5 File No. C13061, Effective Date: April 10, 2018 a 1 I IIII► yyI I I IIII III 1�ll�I/ / '��I111 / l _ Willoughby Property Owner's 1 I f 1111 I 1 i� I I IIII,, 11 I I IIII/ // // / // / IIII / ° - o / // / 12" ak�� 2� / �s 4\.2 54 1-7. (NOT A SURVEY MATTER) Association, Inc. a I I I I I I I111 I I IIIII I / / / /�/ —47C / / 47 .79 C/0 Real Property, Inc. 1111111I1�1 I I' I II1111� II 11I 1/ /li/ /�/� / � �l 1 470.16�8" Oak _�/ / / / / / \ 4b 3 O d 8. SURVEYED ACREAGE IS SHOWN HEREON PID: 076M2-01-00-000BO 1c 1 1 I 1 111 111�111 I I I I III// la l fp16/4 / / / / / X475.53 0. \ 2 r ( ) DB. 3814, PG. 193 I f� �I111 11111J7111�1111111111�11111 111�11 /1/ ill ' l 7„ Oak (pins X470.31/ / / / / I&. �,, o \\ \ �, \ N F Zone: PUD o I I I I1 1' I I I / / / + / \ \ \ �, / 9. Release of rights to claim compensation and damages for the construction and Y n 1 11 III NI 1 I I I II 1 I / // // / / �� / / / \ r- \ Avon Street Business maintenance of State Route 742 granted to the Commonwealth of Virginia in Deed Book w I 1 I11►II I IIII�I11 I I11 IIII// / 4// / 8„ Ced'ar� 12" Oak/ / \ \\ IIII IIIpl1111 111111I11111;III I III�III��/ /l�/// / / / / / X1474.92 / 4�6 �U,\ \ \� \ 1 PID: 077E1-00-00-001C0 429, page 219; together with related drainage easements. (CURRENT PUBLIC U 11 I I IIII I11111 111�11111 I 1 11 11�1111,�1 I I /�// Ipinf #5 Capp /�X470.g2 / �8� Tree / / / �� � �\ \ \ 47 .4� DB. 611, PG. 480 RIGHT—OF—WAY SHOWN HEREON) I II II I� 11�111 I I I I IIIIII 11 I IIII, // / / 8" Cedar \ / ��� N• \ U 41 \ 9 Zone: PUD / X 474.30 > 4\7 7 4X 81 10. Release of rights to claim compensation and damages for the construction and (� W I I I 1 111111111�1 1 1 I11 111 II II 1111�11I1 / ok 3— / / re / / / 4" Oak x3 c. -a • ,n g P g 1 1 11111 I III II f I 11 1 Illfi I / X 472.25 12" free Grass \ 549maintenance of Interstate 64 granted to the Commonwealth of Virginia in Deed Book � o I I IIII 11 111N111 I IIIPII 111�1111 11 �I 111I 111�1//II / —10" Oak / / / / / a \�\ \ 4 ,� \ 446, page 492 and Deed Book 523, page 298; together with related drainage p 11 I 1 IIII IIIIII II 1 I 11111�111� II 11 II 111111111/� / Tree— / 471.00 I I 12" Tre' / \ \ \A \ easements. (DOES NOT AFFECT THE SUBJECT PARCEL) I 1 1 11111�111I I I 11�1111 I I I�I 1111�1 II> II // O I\ N \° 1 III II 1 1►lilll�l 1 11 1111111111 III 11/// / I 12 ,Tree 12 Trfe 1 3" Cedar\ ,47 .40 \ \ \ \ N \ P � � � � � \ 11. Terms, revisions and conditions of Declaration of Easement and of Shared Z I I I 1 I' 4 b / I I N \ \ Maintenance and recorded in Deed Book 3471, page 413; together with the maintenance a 11 I 1 1 111 111 1 111 �► I I I IIII, 111111111 111�1111 "I1111� 470. 1 X 470.66 \/ \ 18 ak I / / \\ v� \ \ \ \ 47 8 thereof. No liability is assumed for the non—payment of cost set forth therein. (AFFECTS I I II I► 11 IIIIII II �I 11111 1 III /// 22" Oak— I I I I II IIII 11111 II / \ I X 75.83 �� \ \ \ 476 4 4.98 THE SUBJECT PARCEL, EASEMENT SHOWN HEREON) a I I ►► 1 1 1 1 1 1 11 1 11 I I/ I / \ o a I I o,I IIIIII I I �1111 11 I I II 11111 / ak 0/ I / 1 2" Cedar\ Ced r \ \ 75.8 47 58 d111 �111#III II 11111�1 I /�// / I X 4T3.86 1 0 _ �� 12. Rights of upper and lower riparian owners in and to the use of Moore's Creek and �`' 1 1 I 1 1 I III I� I I 11i11111 1 1 I �lll/ // // / I \ 474.95 / 47 68 4 .87 \ the natural, continued, uninterrupted flow thereof as shown on plats recorded in Deed STEEP SLOPE h a a 1 I 1 1 160II 11II 1IIIII�II T 1 1� 11�j111////// / 8" Oak --�\ / \ \ \ 4Z4 9� \ `r \ Book 3471, page 411 and DeedBook4137, page 332. (RIGHTS ARE UNKNOWN, 100' OVERLAY AREA fi III IIIrI I IIII �1111 I / / __ X 0.9- \ / o l \ I a II I 1 111111�111��111�111 111IIII/////// /// /// /, / 6" Cedar / 3" Thee \ \\ I I I 4 .70� ^ \ \a \ STREAM BUFFER SHOWN HEREON) / \ \ I \ \ �Ca crate Pad a.o1 \ �I I 1 II �111 1 fi I IIIII'/ // //''/ /� I — \� \ \ I 4, 83.= 6.30 \ 47 13. Possible shifting of boundary line along center line of Moore's Creek, as shown on I I I I I 1111 �I 11111111 11 1111 I I I III// // �/ rf // ///// /// l/ I I 13 Oak \ 1 I 2" Cedar �­0 a I� \ I I / 5' ak 87 4 5. plats recorded in Deed Book 3471, page 411 and Deed Book 4137, page 332. •rye a Mf1 I I 111 11111j 111 111 II 111 ///////�/�//� � 1 �71.13 I 20'2 No -Disturbance Zone \ O \\ \ I I X 47 .42 k��� \ \ \ 477. 4 5.8 °� (CURRENT SURVEYED BOUNDARY SHOWN HEREON) q'� a M I '�i 1 11 I I /// PB. 3471, PG. 411 4 Tree \ / \ N r i 1 i I o 111 111I �111I I I //l l '' 11//// / / I �II I I I I I PB. 4137, PG. 332 \ \ I LI / / / 4" Tree \ I 14. Terms, provisions and conditions of Boundary Line Adjustment Deed further recorded ;1 am,�, I I �I 111 I 11 / / //////711 // / 11 III ICI I 12 \ Tree estiny of Ly�chburg, LLC / � 1 0 \ \ in Deed Book 4137, page 325. (CURRENT BOUNDARY SHOWN HEREON) Co �, I o�111111 II l /// / / //I 11I I I III Exception #19, 22 471.22 10" Oak \ - - - / / / 9 0 ° \ I 111 I I 111 �lllh l / l l�l//l/ II I I I I��.l� I �' 15" oak \ �D: 0770o mo 00 011 0 1 / \ 0 tK \ ' 0 1 I 1 IIIII 111�1/ // //// IIII I II�III�IIIIIoo I p 10" Oak 12" Oak \ DB. 4137, PG. 325 I 1 I p \ 0 15. Rights of others in and to that portion of the insured property lying within the � 11 1 11 I //�// / /� I I � I Zone: HC & RA I 3,> Cedar 3 m I o bounds of New 50' Shared Driveway Easement as shown on lots recorded in Deed Book W XI I N 111 I I I/�/// /%/ / / ///1/II I I I I I I IJ I I I 10" Oak / �11 \ Area: 190,876 S.F. I / X 476.23\ I o \ 1 N 3471, page 411 and Deed Book 4137, page 332. AFFECTS SUBJECT PARCEL AS SHOWN a w� 1 MI I I `'lllllll Ill / ///IIII I I I I II I I II I I' I I III ask X 471.28 \ \ I or 4.382t Acres / \ I 0' Utility & Drainage \ 47 9 HEREON)9 P 9 Z I�,�, III 1 1 I�111 IIIII/ lj l � I ICI I II I>1 I'N� I ►�j % � � 1 / 1 2 y� 77. 8° u z I 0011 IIIIII///���///�Illlll�ll III► I I II�IIII� I r} ! 1 1 rn I IIIII / �//ll II I IIII III IIIII III r� :I // o. / / / / / PB. 3471, PG. 411 \\ t� 78.9 7.1 16. Rights of others in and to the use of 50' shared driveway for ingress and egress I II I I IIII II I ICI 8" �k / �- I I 8" Tree x2 / / _ I I � I,� 1 1 I II� / / / / I I � li I I I I ► M IIIII I Al l I I I � \ � / / � / / / / Exception #21, 22 8 2�4 �\ � \ \ \ Co to and from State Route 742 as shown on plats recorded in Deed Book 3471, page 411 a II/ /� I I� IIII 111 I III I I I II11111� 111� X 471 �1 / / I 18" Oak x2 \ X 471.2� / / / / / 478.03 A \ �10 \ and Deed Book 4137, page 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) Apparent Encro chm nt �� \ i / / /IIIIII '� 1 II I ICI I Ir 111 1111�1 I II"I j' i / / Concrete Sidewalk 'n a I 1 / / 1' I g, YI I I II I M I I I I I �I I a Grass 8 1<ree x3 \ o / / / / I V � 17. 30' front and 50' rear building restriction lines as shown on plat recorded in Deed Z C a I I»� / II III I IIII III IIIII (IIIIII o I IIII III�IIIII�II II III I 5" Oak / \ "F / / / / / / // / pis ° \ Book 3471, page 410 and 411. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) �J I I IIIIIi1 I IIP'Il ► I ��11 II III I (IIIIII I 5o c• / / / / / / o 0 ao1l I I I I ! I II I I �• I I I / / / Ipinf 1" 0 7 X 7� 18. 100' stream buffer as shown on plats recorded in Deed Book 3471 page 411 and I III I I I II111�III�1111II�III11 I I I�I111�1111(0I 1 1 I1�111� g'14" Oak I �� / / // / / / / / / \ 78.13 I I I I ICI I I o IN I �I �� I 1 III 1 \ X 471.371 _ X 71.67 / / / / 6" Oak / -� \ 7 .4 �. Deed Book 4137, Page 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) I IIII II 1 III N� III �III�III 111�III11�1 Iyy IIII I X 480.39 0 8� 47 .15 I I I IIII�IIIII�II III�11I�I11111II 1 1I111I�I I �1III III11 a I \\ I / / / /�\ / r �g \ 19. 20' no —disturbance zones as shown on plats recorded in Deed Book 3471 page 411 I I>11�11111I I 11N �I I Ill II II�II��II I ! I III I fi / X i6.85 // �� / \ \ I i11i11i III 1 I r7I I I I I 1 I I 1 i a I Oa Boring B /// and Deed Book 413 page 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) II 111l�II I I 1 1 I �I�II�I II \ / � / / // // /9� 6- kl / ^ ��/ \ 4 1 9 N/3ss1, 3s \ 7 a e (A N) N/F III 114111 IIII �-II HIp'Ill1 I I I�II1,1�1�1� IIII 11�1 I 10" Oak \ // � a --- �\ / / � ,/ in -1 \ Avon Holdings, LLC I I #I 1 I I I I I"I `n I 1 ,11 q" Oak \ I o / / / / 1 / // ///� \ \\ s 1\'485� .24 \ N \ 20. 10' parking setback as shown on plat recorded in Deed Book 3471, page 411. PID: 07700-00-00-011E0 1�1IIIII I I c 1 d II II I� II \ / o / ' / ///��/"� \\X 481.4' \\ \ (SAME AS CURRENT ZONING REQUIREMENT SHOWN HEREON) I I I I I �I I I 11, I I I / / \/ / / / / DB. 2872, PG. 510 I I I� I 8" Cedar \ / _ "`� // i� i� / �\ �D \ #► I I I I I I I 1 1 I I' / , Zs/ / --� 486.47 I I I I � I I \ I / Q 3 I / / / 8" Cedar / / �\ \ 21. New 20' utility and drainage easement as shown on lot recorded Deed Book 3471, Zone: PD—SC I m / Boring B-3 / // / / Y 9 P 3IIII IIII I II I \ X PARCEL DESCRIPTION: ~IIy2 I 471.8 8" Cedar o I \ / / 8'_�// / / / i�i� a i/ \ o page 411. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) 2' 50, 02. `� \ I 8 Oak.41 8„ O k/ / / 2 j2 j/i/i i/ii//�/ \� � \ 4 2 22. Matters disclosed by and set out on plats recorded in Deed Book 3471, pages 410 ALL THAT CERTAIN PIECE, PARCEL, OR TRACT OF LAND LYING AND BEING IN ALBEMARLE COUNTY, W \ I \ 116 Pin / / / i i / / / /487.02 /� \ l '� //// / / / i � / -o \ and 411 and Deed Book 4137, pages 331 and 332. (AFFECTS SUBJECT PARCEL AS VIRGINIA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: 1 \ %! \ I 1 // / / / / / / or. p8 \F \ \ \\ 12" Cedar I \ 5" -0'a�I� SHOWN HEREON) \ X 471 .60 \ I 51' Cedars " BEGINNING AT AN IRON PIN ON THE WESTERLY RIGHT—OF—WAY OF AVON STREET EXTENSION (60 FOOT PUBLIC RIGHT—OF—WAY) HAVING VA \ / /� 2".re� ///i/i �85'/ / N/F \� 23. Terms and conditions of agreement with the City of Charlottesville as set forth in SOUTH ZONE GRID COORDINATES OF N 3,891,340.03, E 1 1,485,707.76; THENCE S32' 15'48"W A DISTANCE OF 253.85 FEET TO AN IRON PIN, \ �� en 14" kne / / / / O g Y I 16" Pine— / / � / / / � / \ X 469.E / / // /— / / / p�8 ///j'/'487.10 Avon Holdings, LLC \ `(� Deed book 658, page 744. (EASEMENT NO LONGER AFFECTS THE SUBJECT PARCEL, THENCE N57'42'26"W A DISTANCE OF 299.28 FEET TO AN IRON PIN, THENCE N22'50'02"W A DISTANCE OF 373.97 FEET TO A POINT IN THE \ \ I // PID: 07700-00-00-011E0 \ N /4�M�1 //// \ \� PARCEL IS A PORTION OF PARCEL A AND B PER SKETCH) CENTER OF MOORES CREEK, THENCE ALONG SAID CENTER LINE N57'11'15"E A DISTANCE OF 51.96 FEET TO A POINT, THENCE N81'28'47"E A o r / / / / / / _/ / // DB. 2872, PG. 510 \ DISTANCE OF 54.89 FEET TO A POINT, THENCE N55'45'06"E A DISTANCE OF 70.70 FEET TO A POINT, THENCE N51'48'15"E A DISTANCE OF o �/////Zone: PD—SC $2 / X 471. I / /�/ 6i//// �p�g����// \ \ 24. The following matters disclosed by ALTA/NSPS Land Title Survey, by Survey Matters, 84.44 FEET DISTANCE OF 0 6.28 POINT, FEET TO AE 23 NCH0OAK,ADISTANCE OF THENCE S33'' 12146"W4AFEET TO A DISTANCE OF01230 95ENCE FEETLTOVING SAID CENTER LINE S56'00'47"E A AN IRON PIN, THENCE S57'42'09"E A Ins i i�1 r/'I8�///// // LLC, dated August 10, 2017; DISTANCE OF 65.00 FEET TO AN IRON PIN, THENCE S32' 17'51 "W A DISTANCE OF 75.00 FEET TO AN IRON PIN, THENCE S57-42'09"E A DISTANCE / ��� Pj/ ����'11 ///// TO. CHIICAGO CROSS TITLE PINSURANCEMENT CC CCOMPANY SVILLE, LLC \ / X 48 .36 a. shed which encroaches 470,�._�—� �� � � � i i i \ 4 �� b. concrete sidewalk which encroaches upon the insured property OF 231.35 FEET TO THE POINT OF BEGINNING AND CONTAINING 190,876 S.F. OR 4.382 ACRES MORE OR LESS. X 4 ��� ��%/� A 9'�/t80 iai/-X 483 68 \ \\� \ c. gravel THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN BEING THE SAME PARCEL DESCRIBED AS: /i��/ ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE TH OF SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 3, 4, 5, 6A, �� \ All that certain tract or parcel of land, situated in Albemarle County, Virginia, containing 4.382 acres, more or less, shown as Revised IParcel 4481.55 fit{ P G� 6B, 7A, 7C, 8, 9, 11, 13, 14, 16, 17, 18, AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS 11F, on a plat entitled 'Boundary Line Adjustment Plat Parcels 11 And 1 1 F Of Tax Map 77 Albemarle County, Virginia Scottsville Magisterial COMPLETED ON AUGUST 10, 2017. \ ( o District', on a plat prepared by Roudabush, Gale & Associates, Inc., dated November 1, 2011, recorded in the Clerk's Office of the Circuit f CD Court of Albemarle County, Virginia, in Deed Book 4137, page 325. NICHOLAS L. MANSFIELD \ License No. a • \ \ BEING the Sherry M. some property conveyed to Destiny of Lynchburg, LLC, a Virginia limited liability company, by deed from Robert G. Archer, husband and wife, dated January 11, 2008, recorded January 16, 2008, in the Clerk's Office of the Circuit Archer and Court of 3269 NICHOLAS L. MANSFIELD DATE: 12/11/2018 REGISTRATION #3269 \ \ 1 \ 12 CMP M Inv=482.64 \ Albemarle County, Virginia, in Deed Book 3540, page 183 (As to Lot 1, 1.736 acres); and BEING the same property conveyed to Destiny of * SURv THE WORDS CERTIFY", C IFICATES" OR CERTIFICATION" AS USED HEREON ARE UNDERSTOOD TO BE AN 4� 48 83.70 Lynchburg, LLC, a Vir Virginia limited liability com an b deed from g y company, y in Gre o Allen Gregory Virginia, in Love, dated 4137, February February Februa 13, 2012, recorded Februa Parcel X, 24, 2012, EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, BASED UPON HIS BEST KNOWLEDGE, INFORMATION \ � 8 4 \ the clerk's Office of the Circuit Court of Albemarle County, Deed Book page 325 (As to 2.646 acres). AND BELIEF, AS SUCH, DO NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED. / W U_ J 5 o0 U) W CIA LU O O � Z � W CQ G % > p CZ r` LU (n �_ 0 N .-. ZD Q `O U U) � °° z W U0 U0 z � � L0 0 z O H w w w U z 44 2: J H 2: cl� U 0 00 00 00001�­i �­i OO,--INN 00 1 O N Ill) I,*, c0 ­1 ­1 W Q > U O' Z F' a Q z�z c 0. O O w w w c) O 0� 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. A MAAIU 0W0 GOM& 006TRUC" ND7ES FOR 610" AND SEMN VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK CODING SYSTEM NO. TITLE KEY SYMBOL 3.01 PLASTIC SAFETY FENCE SAF 3.02 CONSTRUCTION ENTRANCE O on 3.05 SILT FENCE (SF) SF 3.07 INLET PROTECTION (IP) 3.09 TEMPORARY DIVERSION DIKE DD �- 3J4 TEMPORARY SEDIMENT BASIN SB <Z� 3.15 TEMPORARY SLOPE DRAIN TSD TSD 3J6 PAVED FLUME PF _ O y 3_I8 OUTLET PROTECTION (OP) 3.19 RIP -RAP (W/ FILTER FABRIC UNDERLAY) (RR) 3.20 ROCK CHECK DAM IS 4 3.29 SURFACE ROUGHENING O ­*-& ► 3.31 TEMPORARY SEEDING S ­U­S� 3.32 PERMANENT SEEDING PS ­*-� 3.35 MULCHING (MU) ­4_� CON IRCL 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 I I I I I INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW I I 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 I I PLAN APPROVING AUTHORITY, I � I -1111111111 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL I I I T I � I I EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ` I I II I 1 I 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL a � I I MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE t I DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ,/ I I I I II I 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED 1 \ \, \ \ \ I \ FILTERING DEVICE. I \ \ \ 1 9, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES I I \ \ \ \ \ r PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY I , I \ , \ \ \ NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE I I I I I \ TS 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 , I I I I I 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. \ I m� III I I 1 EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, I II II I � � I ) ' WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF I I ( / ( ( COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. I I I I 1 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION III I III I 13-301 OF THE CODE OF ALBEMARLE, I I I I I I I I I 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER I I I I I I I I I r EQUIPMENT SHALL BE LIMITED TO THE HOURS OF T OOAM TO 9:OOPM, I I I I I I III 1 r 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER I I ° THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO I I I I I I I I I PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND I I I I I I + DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. I I I I I I I I 1 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR I � I I I I II CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE I I �,: I I I I I I I APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN I I I I II'`� REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION III I i I I I II I III 1 ` OF THE PROPERTY. I I I I I I J{ 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. IIII I III I 1 ° SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO I I I I I I I I \ FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL I I I \ I o` WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY I I I I I \ I \ I o� TI-ROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE I I \ \ I I APPLIED AT 8OLBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE T I \ \ I COUNTY EROSION CONTROL INSPECTOR, IIII I \ I I 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, N /F I I I I I I I ° AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT o l d i n g s, T L C 11 I I i I 90LBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER 00-00-00-011 Eo 1 I I I 1 SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT 372, PG. 510 I I I MIX, PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST �: ' V a Dc a n t 1 1 1 I 1 I II 19 OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR I I I KENTUCKY BLUEGRASS, STRAW MULCH IS TO BE APPLIED AT 80LBS/IOOSF. I I I I I II ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL � I 1 I I \ 19. M�AIINNTE ANCE: ALL MEASURES ARE TO BE INSPECTED ONCE EVERY (4) I I I I I III fBUSINESS DAYS OR WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR U0 I I I CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT , 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 � 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 ` ALWAYS CALL BEFORE YOU DIG nark. , easy.l,. psyar.0 Ionso fo ma'* AND "', A,clecl you Iran mpryantl expense. �, 4 Sale Digging is No Accident Always Cell BII Beim Yoe D g FEM DB. 3814, ESTATE ROUTE 742 ROADWORK HAS NOT BEEN INCLUDED lam,m,ama.�..Amay,aB11ale_" '"_"' Bn,m m,a�,a�y ' „a. _ , ,, Zone: F WITHIN THE TABULATIONS PROVIDED ABOVE. ,..� - ,� -_ � ON Use: Resid �k\�� \ ��� \ /,� EVERY DIGGING JOB REQUIRES ACALL -EVEN �\ ��\ IFS SMALL PROJECTS LIKE PLANTING TREES OR \ \ \ __\ /1 SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY p zz��:�\�\ \\ \\� )+ I RFF LINE WHILE DIGGING. YOU CAN HARM YOURSELF FRF o ��Z�\\\\\\ \� OR THOSE AROUND YOU, DISRUPT SERVICE TO G' \ _-�-- \ \\\\ __ , \\, _ _ \ \\\ \ AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RY � 9 \ \ \ - \�\\ \\�\ RESPONSIBLE FOR FINES AND REPAIR COSTS. 0\\ 3g \\\ -� \\\\ \ \\ \ \ \ \\\ \\\ ` SMART DIGGING MEANS CALLING 811 BEFORE 9S \ \ !y\ \ \ �\ �y�\\ u u I , r y EACH JOB. WHETHER YOU ARE A HOMEOWNER OR ���\ __ \\ --�������\�\\\\\�� \ A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 LOCATION MAP ��� _� 40 \\\�\�Y�\\�� �\ \1-_-_ \-\\-�\�k -\- `� L \ \ GETS YOUR UNDERGROUND UTILITY LINES SCALE• 1'a -, 000' ��� _ _ 0 _ \\\ \\\ \ \\ \ \ \\ \ \ \\\\ MARKED FOR FREE. y`_�� \` \\ \\ \\ \ \ \ \ \ \\ \ \ plc \ ��\\� \_Y ,L �Y �L �L �L �L �� ��� - \ \\\\\ \\ \\ \ \ \ \ \ \\ \ \ \ \\ \ --, -_'---���� \\\\\\ \\ \\\ \\\ \\\\\\\� \\\\\ \\\ ��� ��- `� - � \\ \\ �\ �A ��.: _ Z:z_ � � �k� \�� - ,\\ \ \\ \\\ -� �y�\ � \\ \\\. \\ \\ \ \-4 \: J`\\\�\-\J`\ ��� �\� � \ �Y\\\� \ �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y �Y ���� ��_ _��� \ 4 \ \\ \\�"\ \\ \ \�k \ aa� �Y�\ _\plc \`� _�`1,\ �` \�3'� \`D'�\_�\\ `� \�'\ \'`>` \ \ \ ,Y ,Y ,L �Y �Y �Y �Y J� J' ,Y 1Y _ _ _ _ _ _ _ _ \��� `������������ 0 ���\\\\�\\��\\�\\�\\�\\�`��\��\�\\�'��\�\��\��\�_\\�\���`\��vk\mac\\� y y y y y y y __ \\\\ \ _ IV IV \�\\�\\\ \\\\ � \ �\ \�\\ � ��\\ \.��Z �\-_ mac\\\ � \ \�\ \\\�\��� �w��c� �� �\\ �\\ \ \\ \ \ �� v7 6� v v v v v w v v �_�__�\ _-_ - , _�� \�\�\mac\\\\\\\�.\_: k \��_�_� \ \\ \\\\ --_�� �� ��_\\\ \_\\\�\�:_\\��\\�\_ \ w�-_---*-_�---_ �\��\* w w w w w ,v ,-vim I \\�\ \� \� �4 \\\ �� `�\\\� \\I;_ - _- \� \ - - _�`' -� �\-,z-_\\\\_� � \�_� � �-,-- emu \��\_�\�\\_��\ �' �� \�` �� �� v v v \ \\ \ \ \ \ _11< / 0 0 ___ - - �������\\\\ \\�\\\\�\\\�\\\\�\\�\ \�\,�\_ \ \\\\\ mac � \ \\\_� �\_��___������ \� \� ��\�_ ,�\ � � 1 � \y�\ - 1� 00 \\ \\ \ \ \\ \ \ _\\ - _�� �� \ \ \\\ �\ \mac\--�-__\`�`_��� ��� \� \\� \\\ \\\ \ \\\\ \ \ \ \ 1 I � / \\�� \ \ \\ \-_ - � \ \ \\ \ \ \\ \ \ \ \ \\\ \ � \\ \ ) I I I � \ \ \ / ./- �\\\\ � Lor i 0 - - - � \\\�\ �� \� \\� \\\ \ \\� \ \ \\�\\�\ \\\\ \\ \\�\ \ \ \ \�1 I I I I i I I� I �� \\ *\ /� \ \Z\ �\ D: 077 \\\W\\\ �\�\\�I\\� ��\\\ \-\,,y_ \\\,, -4 �\��111 � 4 1 I I I I I� I � I I ICI �I I I I I j 1 ��\�\\���\ r \�W -w� �� � � use:Z 0I \\�\\� \� \\\ ����\\ \\\ ,\ \,, �\ I I I I III I I ` �W \ �\\ \ \ \ \ - \\ \�\ \ _ 88 SOIL \\\\\\\ \\\ \\�\\ \\-�\�` ��� 1 �� r` I I ICI h 3�11_! I I� 11�1 I \ \� �\� \�\\ /�\ - �, --, �� v / v v v vv vv v\ ):) I I I III I IIII I � I III I I I I I I �� v �v v '\, vv v v v \����v_ ��-� v lv__ � 1 \\ \\\�\ �� I I I I I I I I IIII I I' I III �i I I I I I I I� \�\\ \\�\� \�� - �\ �� \ o \ v�� \ V v v ,_- \ v v v SAF TO B \ /00 \\ �� \ �\ _ \ \ \\\ � \ \�\ _ �� `� �� �\ \\ \ _ \� \ \ - �_ \ 20' No -Disturbance Zone \ \ �� \�\� ���\ \ \'�\ �� �\ -_--�- �_- _ _ \ \ 6 / \ \ I \ PLACED DIRECTLY \ PB. 3471, PG. 411 / \, � %. \R �� �\ �\ �\\\ � �� ������� ��� \ \ )I� / \ \� -* - \ � BEHIND SILT FENCE \ PB. 4137, PG. 332 / \ \ _� _� � �\ �\�� \� \��\\�\ \ \ �\� \�/ _ \ \ � \\ EMERGENCY SPILLWAY \ vv � �� � _ � w� ��V� V�Vv\yVA\y\\\�VA�VA�`A \V� \� 'lr�l J - --- v� AREA 6: AREA 8: (SEE DETAIL) \ \ \\�\ \\\��\���\\\\�\\\\\\\\\\ \\\\\\ ,\\ \\ \ �� \ v \\\ \� (DRAINAGE AREA TO SILT FENCE) (DRAINAGE AREA DIRECT TO BASIN) H �� \ � \ TOTAL AREA: 0.07 AC �__ \ \ \TOTAL AREA 0.18 AC PRIMARY SPILLWAY - PROVID \ \ \\ �\ \\ �\ \\\\ \ \\\\ \\\\ \\\\ \\ \ \\ \ \ \ �� _ \�\ LAWNS a C=0.60 V LAWNS o C=0.60 ANTI VORTEX RACK PER DETAIL A�VAAVAVA\AAA��VA�� �_�� ��,\�� �A VAS VA\ v V , VA \� 7� - v TREES SHALL REMAIN - \ _ _ -, \ \ \ TREE TO BE y\ ( - _ v v v \ S \ CONTRACTOR TO PROTECT \ \ \\ \) \ \ \ \ \ \ \\ REMOVED (TYPJ I' 2;1 F \\ , UGHOUT CONSTRUCTION ,\\\ \ )%� \ \ \\ \\ D 'D' I I \\ VAA VAVA\\\\VAA��VAA\ VAVAA \II� A A-_ -_� � � I v°°wv o vvvvv °v°w, . 1 \ SKIMMER PER DETAIL e \\ \\\\� \\\\\\\\\\\\\\\\\\\�\\\\ ��IIII : � ; I vv°vvv vv v'oo ° o000o CD (2) 12' \ \\ \\\ \\\ \\\ \ \ \ °,Vp°°° TOPSOIL vvvv,,,,v, �. vvvv vvv 1 C vvvv C Cr] f \, v"ov°°pvov�STOCKPLL?ov v°pOpv°v°v �� J JIG 70 /��J�J�) vv°Y�°pvvv vvvvvov°ppvv � �\ v -G`- \ v v°v°vvv °1 � a °vvvvv°v° ° vvv° \ \ (�.°°°vvvq vvvv �wvvvvvv°vvvvv I I �\ \-ov°v°Opvvvvvwv�°p vv vv- °av v°v°vv vvvvv°v°v° vvvv vv vvvv vv "vvvvv i \ vvvvv ,-° °v vvvvv v� TS °vvvYvvpv°v°v°vvv°vvvvv I 2.1 \ 2•I v Ovw v v� �000 vvv°• v°°vv°v°o°vv Rvvvv vvvv° \ vpvvv \ vvvvv°vvvvv°°vvvvv°vvvvvpvovovv - \ \ �� vv>°°vvv _ vvvvv vvvvv°°vvv vvv°vvvvv°v°v°° -' �1' �I �j � \ vvv° vvv oy ��O4v vo ° v �- SEDIMENT BASIN ttl (SEE DETAIL) 0 o \ AREA 5: MAX. DRAINAGE BASIN (PH ID: ±1.61 AC. \ SHED E FOUNDATION TO B REQ'D STORAGE VOLUME: *5,825 C.F.' \ 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 \ 14, O� J P 77 SC:L * ...� Willoughby Associc W W X/ - I I C/0 Real Pr PID: 076M2 ACREAGE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.38 ON -SITE DISTURBED AREA 1.70 OFF -SITE DISTURBED AREA 0.20 TOTAL DISTURBED AREA 1.900 IMPERVIOUS AREA AT COMPLETION 122 ION-srrE ONLY) PERVIOUS/ SEEDED AREA AT COMPLETION 516 ION-WM ONLY) \\\ \\\\ \\\\\, \\\ �\\\\\ \\ - - �� \\\\ \\\�\\�\\�\\\\\\x\\\\�\\ \ _ \ - - � 11 \� \ \ \\\\ \\\\ \\\\ \\\\\ � � � � \ I \ \\\\ \ \\\\\\\\\\ \\\ 1 _ ____:�--_ � �- \ I 1 ` \\\ \\\\\ \\\\\�\ \ \\� \ I �\ \\\\\ \\\\\\ \11( _ _ _ \\ \ I \\\\\\\\\ \��� ; \ �\\\ 9 -_ __ \\\ \ �r \ �. \ PRIMARY SPILLWAY WEIR E.; 467.25 72 � W 12 \ I \ \ \ \\ \\\ \ \ \ PRIMARY SPILLWAY RISER ELF 468.5 1 3 I \ \ 6 \ \\\ \\\\ EMER. SPILLWAY INVERT EL: 469.5 ,� o \ \ \ \ \R AREA 7 (OFF -SITE RUN-ON): EMER. SPILLWAY TOP ED 470.0 ` I \\ I \ \ ��\ \ \ (DRAINAGE AREA TO DIVERSION 'C') TOP OF EMBANKMENT: 470.0 1 \ \ � \ \ \��1 , \ EXCAVATION BOTTOM EL: 465.0 \ \ TOTAL AREA: 0.66 AC CLEAN -OUT R EVATION: 465.7 1 \ LAWNS e C=0.60 PERMANENT SEED ALL SLOPES I \ I DD.C. \\ 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 _ \\ \ \ \ \ 1 r}--\--=�--�-L-r- � \ \ \ APPROXIMATE BLDG. FOOTPRINT f _ 4 \ \ \ \ \ \--� \\ / I \ \ \ ���__ AREA 2: \ \\ (DRAINAGE AREA TO SWALE 'BY \\ �ONTRACTOR SHALL - ® TOTAL AREA: 0.32 AC "NSTALL CUTOFF DITCH __�\ -- � v / LAWNS isC=0.60 � A\ TO INTERCEPT \ � \F J\ \ OFF -SITE RUNON \ S \\ \ \ \ \ / --� \ \ J 7 \\ f DETAIL ®� ; TS 20' Util ty\& Drainage Easer�nt \ / AREA I \ PB. 3471 , P-k 41 1 MOUNT RAI \ (DRAIN AREA TO SILT FENCE) GAUGE TO I ACa \\ TOTAL AREA: 0.16 AC D� � � � . LAWNSo C=0,60 SIGN �- 000 / APPROXIMATE BLDG. FOOTPRM _____15 `/ __ i I I .8. I \I // II 1-1/ 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 PB. 4137, PG. 332 ALL PHASE I AND PERIMETER SEDIMENT CONTROL I MEASURES HAVE BEEN INSTALLED, AND CONTRACTOR \ I HAS RECEIVED A GRADING PERMIT FROM ALBEMARLE \ COUNTY. VIRGINIA EROSION AND SEDIMENT CONTROL \\ 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) ( LAWNS ®C=0.60 II 5. SHOULD GRADING OR EXCAVATION CONSTRUCTION STOP FOR LONGER THAN 7 DAYS, THE SITE SHALL BE TREE BE REMOVED (TYPJ It SEEDED AS SPECIFIED, (REF. VESCH, 1992, STD. � SPEC. 3.31)IA POB ���� I N ,340.0E 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL 1 1 ,4 1 E 1 1 ,485,707.7E BE INSPECTED AT LEAST ONCE EVERY FOUR (4) NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION ete Sidewak. - � / / / / i� � � I CONTROL INSPECTOR. - - - - SFSIP - I IN \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 SWPP - - TZ WITHIN 48 HOURS OF 0.25 INCHES RAINFALL OR GREATER C� mete P n 1 - - - \ _ _ - _ - SIGN A - - -, 5' RCP -IV CULVERT PER VDOT _ DURING A 24 HOUR PERIOD. ALL MAINTENANCE REQUIRED 2. 5 o n c �� F - - - - - - - - -- - - = - - - - 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. �t � \_YPica RAMEY KEMP i; ASSOCIATES FOR VPDES CGP VARIO PART I /B.4.(D)I.)' \ \ \ RE OFF SITE ROAD FINAL STORM CONFIGURATION) \ - � A V STREET E O E N S I 0 N S . F� 7 42) � 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. i N 3,8 125.38 / / / (60 Fe Public Rig Of-Way)(DB. 29, PG. 219) IMPROVEMENT PLANS / IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY E 1\485,572.24 / , / - i (BY OTHERS) - TO TAKE ALL NECESSARY PRECAUTIONS TO PREVENT - w r- - - - - - - � - - - - - - - _ \ "" _ SEDIMENT FROM LEAVING THE SITE. - _-- - -- --- - ------- --- - ----- --- --- ---------- \ I -Ill LEGEND EXISTING PROPOSED DESCRIPTION LIMITS OF LOD DISTURBANCE 6 6 2 --� CONTOUR LINE __________________ STORM DRAIN ---- PROPERTY LIMITS TREE LINE _ _ ZONING LIMITS SOIL TYPE LIMITS DRAINAGE AREA LIMITS STEEP SLOPE -PRESERVED (SOURCES ALBEMARLE CO. GIS SHP FILE) DISPOSAL OF SEDIMENT. NOTE: SEDIMENT REMOVED FROM SILT FENCE, INLET PROTECTION AND SEDIMENT BASIN, ETC. DURING THE COURSE OF CONSTRUCTION, SHALL BE PLACED ON THE TOPSOIL STOCKPILE AND RESPREAD AT THE END OF THE PROJECT. SEDIMENT REMOVED FROM THESE ITEMS AFTER THE SITE HAS BEEN SEEDED, SHALL BE HAULED OFF SITE AND DISPOSED OF AT AN APPROVED, LISCENSED SPOIL AREA THAT IS IN FULL COMPLIANCE WITH THE NPDES REGULATIONS, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY APPROVALS NECESSARY TO ALLOW FOR THE DISPOSAL OF THIS MATERIAL IF HAULED OFF -SITE, REI=ER TO M EROSION CONTROL DETAL 59-111� FOR ALL EROSION CONTROL NOTES, S, ETC. 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 1 POND OCS 468.50 462.54 (7) 9 1 ENERGY DISSIPATING HEADWALL 1 463.79 1 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 I sCALE r - 3o' REVISIONS I BY U Z w y� Q O � 2� = � LL > 0 c oU I C _,_1N � � 0 * 00 N cq OP �O L_ Z I Q WW w a LL .p,TH \4 �/ CH G LC _ 0 D 6014 ,z �4v SSI 0 N A L ENG /23/2018 Cr Q U Z \Q -1/ J Z W }cc 00Nt111,.-2 o J H W a�x00 OX~� ()=~� U W III,._ �_=O� M Z cr ~ M _j M J N m W W Q OM=W CC � W � CC �_ Q~ZwW � V in aj CO co O QO > U Q DRAWN TMB CHECKED TMB DATE 10/23/2018 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 � PLASTIC SAFETY FENCE AT SOUTHWEST PROPERTY LINE. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE PERIMETER CONTROL BMPS. 4. ALL DISTURBED SLOPES 3:1 AND STEEPER TO RECEIVE TURF REINFORCEMENT MATTING OR TRACKING WITH PERMANENT SEEDING. 5. INSTALL SEDIMENT BASIN AND OUTFALL PIPING PER PLAN. 6. INSTALL DIVERSION DIKES AND STABILIZE WITHIN 7 DAYS. 7. TEMPORARILY STABILIZE ALL DISTURBED AREAS WHERE WORK HAS CEASED FOR 14 DAYS OR MORE. 8. COMMENCE MASS GRADING OPERATIONS. PHASE II I. INSTALL REMAINING STORM DRAIN AND INLET PROTECTION, 2. INSTALL ALL UNDERGROUND UTILITIES. 3. START CONSTRUCTION OF BUILDING PAD, WALLS � STRUCTURES. 4. COMPLETE MASS GRADING � STABILIZE SLOPES. 5. UPON COMPLETION OF SOUTHWEST RETAINING WALL, CONVERT TEMPORARY DIVERSION "C" TO PERMANENT CONCRETE FLUME. 6. INSTALL CURB AND GUTTER AND STABILIZE PARKING AREA WITH THE 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 F THE THE LIFE 0 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. AIOF OOIMY GENERAL OOHS" RWTION NOTES FOR 620SION AND SMKOIT OONIROL PLANS, I. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, 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 INDICATES) 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. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT ST02MWATFR 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 Tl-E 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 80LBS/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 90LBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX, PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5R PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8OLBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED ONCE EVERY (4) BUSINESS DAYS OR WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND RFAIRED 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 (S) SF 3.07 INLET PROTECTION e &-% @ 3.09 TEMPORARY DIVERSION DIKE DD �- 3.14 TEMPORARY SEDIMENT BASIN SB , 3.15 TEMPORARY SLOPE DRAIN TSD Tso 3.16 PAVED FLUME PF O 3_18 OUTLET PROTECTION O I ga 329 RIP -RAP (W/ FILTER FABRIC UNDERLAY) O 3.20 H IS 4 3.29 SURFACE ROUGHENING (SR) ­,�- 3_31 TEMPORARY SEEDING TS --N- e ► 3.32 PERMANENT SEEDING O PS ­4-8► 3.35 MULCHING (MU) ­4-� I Willoughby Pi Associa C/0 Real P R 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 (oN-aTE orLn PERVIOUS/ SEEDED AREA AT COMPLETION 3.16 Ion own ALWAYS CALL BRIG ' �' P I D: 076M2 - a One beer easy callgets ymrutiHy Ines markedAgohelpspasleetydufrom�>FEM,,,,,,y WWDB. 381-njuryantlexpense.g,2�AZanfAmmgceil9eiisnhdYmpgO+,�O �� �>�'`�\���`��/�/�'`1'�'1'4'�'�__ Use: R ESTATE ROUTE 742 ROADWORK HAS NOT BEEN INCLUDED\\\\�waaen,enn\�\���`qe.� .� .� MO�RFWITHIN THE TABULATIONS PROVIDED ABOVE. x��w.�-��a'�-�� `" _ , qn exmlmn b� mere.do-mabn. �����\\\ \\\\\\"�y� � �R EVERY DIGGING JOB REQUIRES ACALL -EVEN �\ ��\� `3�\ �\\\ \ `�' v �' \FL SMALL PROJECTS LIKE PLANTING TREES OR � � \ \ \\ � \ \\\\\\ \ ` `` SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY �� �O \���� �_���\��\\��� "` � LINE WHILE DIGGING, YOU CAN HARM YOURSELF 'OF,p � ��\� \\�\ \�\\'�\�\\�\\ L � \�� \ ANRENTIRE NEIGHBORHOOD ANDUPOTENTIALLYTBE FC�'4Y �� �, 9,5 \\may\ \ \ may\ �, \.\� \.� \\\ �, RESPONSIBLE FOR FINES AND REPAIR COSTS. �� � � \ -� \� � �\ �,y�::--�� �\\ \may\ ,y u, `Ir, u, � \ SMART DIGGING MEANS CALLING 811 BEFORE � 400 �\\� \\\ \ \\ \ \ \ \\�- \\\\ EACH JOB. WHETHER YOU ARE A HOMEOWNER OR LOCATION MAP � �� �� � �\\�\ \\\\ \\�,�\ \�e� \ \ � � ��\\y\`\ A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 �� �\ \\\\\ \�\ \�\\ \�\\\\\\\ \ \ GETS YOUR UNDERGROUND UTILITY LINES » > \ ` �� -�_-_- \\\ \ -� :::� \ \\ �, \ SCALE: 1 =1, 000 \\��� 4 ns\ 1�\ � \ �, �\ �\\\.D� \mac � \� \ �\ �� �+\I`\\�\ �.� �Y �Y �Y �Y �Y � MARKED FOR FREE. _--_;4;-:-, � w� � = ;��-\\ �\\\ \\� ,\\ y\ \\ \ \�\ \ \�\ \�\� .vim - � � � .v 141, � mow\ �\ \ \\�\� \� �\ � � � w w ��� � ���; ;; ��\\\\��� �\��\\�`�\\`� �\�\������,������ \\ �. . �. �. �, � LEGEND � �4 \\�\ \`'` \\\ �\\� \�\ \�\ �\mac\\\\�\ \\�\ -�74 ��_ � �� _�� �_ -_- �� \\ \\ \ \\\ \\\ \\\ \\\ \\\\ \\\ \\\\ \ \\ \ \ \\ \ � \\\\\ EiOSTNG PROPOS® DESORPTION ___ �� - _: �� , ,7_� IV IV * 44-NNNIN..... V \11 IV _�_�� , lllllllllllllllllllllI lllllllllllllllllllllI @ LIMITS OF -\�,-- �������. �0-��\�\\\\�\`\\`��\�� �\\`�\\\\�\�� \\\\\\-- \� -- � ��\\\\\\\\�- 5 DISTURBANCE �� ���_: w � \ \ \ �� \\ \\ \�\ � \\•� \ \\ \ \ \ CONTOUR LINE _ __ �� ���_� _-_ - -_c -_ �c� ���\ \\��\\\`�\\\�\\ \�\�\` �` �\ `��\� �'�\ '\ �'� ��-- �\\\ -_< `- - �� \� \ \\\� � � � � * v v v v ______________=___ STORM DRAIN \ \ \\ \ 6 PROPERTY LIMITS ����_�� �_�� �� �� � �_ \�\\ \mac\\\\ \ \ \ \\�\ \� �i�\\�\ \� �\ \ \ \ \ \�\\_� \� �`\ �\\\vc \\ \ \\ ��� \��� \��\ �YY1 TREE LINE _ \ �� �� ����4\\\ \\\ \\\ \\\\ \\\\\\\\ \ \ \\_\\_\ \_ \\ \ \ \\ \\ \\ \\\\\ \\ �� \ ��� \� s S �� �� \\�\`�`�\\ \ �\`6s\ ��\�'\`� \ _`'' _���� - \\`\� � � � �� �_ �` \_� .tom\�.���_\_� \�\_ �\�-z \� \�` \ _ v v / =_ ZONING LIMITS w �� � �� 60 _� ���� �_ \\``�` \\\ \\`���\` \\` \� �\� �\ �'�\\\ \\ -�\ �\ , \ \ \``\ \ \�� �\`�� �\o\\ �� \ _� ��_ _ v 1 �%% SOIL TYPE LIMITS ��\ 65 \���� �� \ \\\\\ \\\ \\ \\\ \\�\\\\\ \\\�\\\\ \\\\\\\�\\\\\\\\�\\\�\\\�\\\\ \\\\\\\\\\�����\\ -,r DRAINAGE AREA LIMITS w ��4�__ __00\�Z�\�_�_���_������\� \\\\�\`�\\\\��\\��\�\�\_\mow\\\�\\�\\\�\\�\ �_��`_� \����\�\\�\��_\\\�_���\�\� ����� �/ �__�_�\4 \ \ \ 4 � ��\ \� \�� �� \� \\`\�\\\\\�\\��\\�\� \ \���\ \\\--\�`-�\ �:� \\\`\ � -\ \ �`\ \\\` \`\�\\ ���� `� \ �� �_ �J - \ \��\ STEEP SLOPEPRESERV® 11 � ��_��\ \\\\\ `\ \\ _ - -\\\ \\\ �\\\ _Z: \ \- \\ \\\_ ��� \\\ \ \`�* - -\ \ \ \�\\ _�� � � �_� �_�� ��� �� \ \ \- �� = � \ \ � (SOURCE: ALBEMARLE CO. / 0 �- _\��_�`\�\ \\\ ��\\\\\ \\\-\-_ »D\ \\-�\�\\�\\ \ \\��\ \ \\��\\_- \ � \���_���_���� ���� \�\� � �\ \ \\ GIS SIP FILED \ \ \\ \ \ \\ \ \ \ \ / `\\�\`� \\\��\\��\\\ ��\�\��\` `� `\mac\\\mom::_ " y��\ \ � �\\\��� �\��\\� �__*, - , \\ �1� ��"­ -\� \-\ \ \ \ \ \\ \ \\\ \\\ \\ \\\ \\\ \\ ��� �\� \ \ \ \ \ \\ 1 1 I , \\� I ,� _*� �<\ \ \ ��',� ` ��� \�Y\\\\\\\\ \\\\\\ \ \\\\ \ - \1 I 1I \ \ / / \ �� \ \\\\\��\\� \:� \� \\\ \\ \ \\ \\`� \\w\ \�\ \�\ \\ \\\ ` \ \\ ) l I I 1 \ \ \ \ \ \\. `� \ - - - - \ \ � \,V \rc \\� \�\ \ \\� \ \ \� \ \\\ \W\ \\ �\ \ \ �,1 I I I I I I I \ �\ �` //*ram'' \ , � \� \ w\' \ \\ `�\`�\`� \��\\ \\\` \��\\��`,,�,,'-, - \`�\\�`�`\'- '-,�\�� \� 1\ l�l 11 I I I I I I j I I I I I�� \\ `\ �� \�`\\, \ ` \W \\ \\ �\ \ `\ �\\�\\\` \\�\��\\\\ \\\W �\11 \ �� I �` I I I I I I I� 1� I I I \�� \ \ �j�� \ \\ \\\ \ I y I vvvv�v� _-,4' ' ,;_v �_ vvv vvvvvvv_ v �� 1 1 1 1 I� r' I 1 1 1 1 1 1 1 1 I --�, �, vv`„�� �j/ v �� vvv`, - I \I /* \ / 0 \\\\\\\� \\\ \��\ \\��\\ �1 I� I I III �1 I I I� ( \ \\ \ \ \ \ \\ \ \ _-� \ \\ III Y ( / \\\�\\ \\ \\\ \\ 1 1 I I I I I I I I I I� I I I I I ICI � �\ \ �, \� , , \� �I�� \\ _ _�.��� \�. > �``� �� I �I I Iw I I I I I I i I I I I I I Imo\ \� \ � �� � I1 \\ _ \� _ \ II 1 \ \ \�\�� 11 I I� I1�I �I I I 1I I III` � \ \\\ \ \ __\\ \ \\\ p� \� �- '� I\ \\0 \ \\ \\ \\ \\ \\\ \\\ \\\\ \�\ \ \:- \ \ \.Y - `\ \.y Iv' _Y �Y\ - _Y _ \ \ I I I I I \ SAF TO B \\�\\ \ \�\\ �� \ \\\ \ \ \ \ �I) \ \ \ 20' N -D' t b e Zone / \ \ \ \ \ ,:�-, \ \ '�\\�\ �� ��� � � \ \ \ `� t�j \\ \ ��`-�= 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 F R OBTAINING ANY APPROVALS 0 0 0 S NECESSARY TO ALLOW FOR THE DISPOSAL OF THIS MATERIAL IF HAULED OFF -SITE. I I I I I I I I PLACED DIRECTLY P B 3471u r Pc c 41 1 CONVERT STRUCTURE TO FINAL CONFIGURATIO - \�` ~ \ `� ��� ��\� �������'� _`\`� )�/I�� \ '� �� �_ �� �\ REFER T C ��(� \ PB. 41 37, PG. 332 \ \\w \�Y� � \\ \\ A\ �\\� \ \ \�C\ \�• \"I _._ \ t o ILL "^`"^`-" • I 11 I I I I BEHIND SILT FENCE FOLLOWING SITE STABILIZATION (SEE DETAIL \ \\`\\��� ` `� " \\ ` \ \ \ \ \ \\ \\ \\ \ \ \\ \ \ \ - -� \ . /� �-�y A r ' ¢T I I \ / \\ \�\\\\ \\\\\\�\\�\ `\� \\, \\J\ 1�\� \\w \ /r�/� ,���_ -- - \iQNIKVL. �ThiL. SR.LIS FOR I I I I I I I I - � \ / / WITHIN DRY POND SECTION SHEET) \ \ - �� - - \\' \\\' \\\ \ \ \ \ \ \ \ \ \ \ � r __ __ � � - - \ � I I I I I -�,�-� H = AW �� .Tm--W mm-�- � �v vv vv vvv vvv v VA v A \ ,\ \ \ v� � � ALL EROSION CONTROL NOTES, III 1 `\ \ `- - / EMERGENCY ) \ �\\\\\\ \\ \ \ \\ \\ \\ \ \\ _ MANTENANCE S, ETC. III \ \ I %�\ I SPILLWAY / ` \\ \\\\ \\\\\ \\\\\ \\\\ \\\\ \\\ \\ \ \\ \\ \ (� - _ \` \ f I I I I _ _ ` \0/ I 1 I I (SEE DETAIL) I���\\\� \\\\\\\\\\\�\�\\�\\\\\\\\\ �, \\ \ \\ \\ \\ \�( � _�\\�`\�\` SITE DISCHARGES TO MOORES I � 1 � I I I I - TREES TO REMAN - �\ \ \\ \\ \ / - _ \ \ \� \ \ 472 ® � 0 \ \ \ \ /( - - � \ _ I \ \ CREEK AT -478 FT 11 I II I 4�3 V A\ \ VCONTRACTOR TO _ VA ( \ v v v v\v vv PS \\\\ \ PROTECT \\\\\\ )�(� \ `\ \` 11 I �1 IP 4 \\\ GROUT \ \\\\ j/ \ \_� � -- I 1 1 I I ROVIDE 5'x5'x1.5' �� RR `04.g I ® 7 �\ \\ GHOUON \\\ \ \III / \ __ � THICK OUTFACE PROVIDE 1.5' THICK \ PS \ \ \ \ \ I \ \ \ \ \ \ I I l i o 1 �� � y v\ �� \ \ VA � \ \ , \ \ \ \ �� PS (RE STORM OUTFACE (RE 465 466 \\ \\\\ \\\\ \\\, \ \\\\ \ _ TRANSITION FLUME FRO PS 467 PS STORMWATER \ \\ \ \\\ \\ 3 I SIDES TO 8 I OVER DETAILS) STORM DETAILS) PS 468 \\ \\\\ \\\\ \\\\ \\\\ \ \ ¢�? 472 469 470 OUTFALL \\\ \ \\\\\\\\\\ \\\\\\\\\\ _ � _ \ \ 13' (SEE DETAIL) 1 PF \ A� \ I I I \U ® LAT 38°00'37.9"N 1 \\\\�\\ \\\�\\\\�\\\\�\ \l� - �o� �\ I I I \ \ \ \ \ \ LONG: 78°29'27.7"W 1 �\\ \\ \ \\\\\ \\\\ \ \\1 _ � �� \ I ICI I1\ � ���- � =�- �\\ \ \V A \ s OUTFAE 1.5' THICK FLOWS TO 1 \VA \\�Av' v vyVAVAA) _ � ����\ I I I 1 ® \ \ 4j3 (' STORM DELL TAILS) MOORES CREEK 1 \\\\\\\\\\ �� - _ � \ - 3 � I � I � � � I � . \ \ ---- � � _ A �� ) APPROXIMATELY 1 �� \VAAVAAVA\ � � ��\\ \ 1 \ RR 1 A\ VAVA VA ( - �� \ I I I I I I \ _ - \ PS \_ 478 FEET \\\ \ \\ , _ \ III i) \ �` 470 A NORTHWEST \V_ A \ ° ; A I I (/ I I \ 1 \ �HUC:020802040402 \ � \\ IIIIIII \ \\ \ 473 47� 47/ 4 \V6 \ - \ \ INSTALL MnP 9 \ II IIIIIIIIIIII A V v vv IIIIIIIIIIIIII�: \ \\ \\ \\ \ II III I I III I \ \ 474 IIIIIIIIIII� � \v v I�,II\I1 v II ___1vv IIIIIII II I I j 11 I I II 11 I \\ �,, I I 1 1 1 1 1 1 \ -----, .----- I 1 1 1 111 II '°' \/ I11IIIII \1 1 S \ I�0 / 11 IIII\111 x , ID I I _ to 0 IQ II 1 I \\\4jS� I I I\ 1\ I 1 � \ v\ 11 �I � 11 \ I -- - N/F � � � � \\ ion Holdings, LLC I I I I I I \` 07700-00-00-011EO 1 I I C A I B E R B. 2872, PG. 510 1 1 1 1 1 1 I 11 \\ Use VaDcant Use: I I COLU S1 ON '__1 I I j� I 11 I I II I \\ PROTO 186 vv 'I-, I 11 1 1 I I `v 18,635 S.F. � '�, v I I I I� \� I I I I II II I II \\ `\ `� I vv / - J 1 ti 20 Utility\& Drainage � / /X 0 �/ / �I � Easel�,nt PB. 3471, P-�411 1 / / / y / ��� \ / / \ ' " \ \ / / i \ - - - -1 -71 ��q I / / v ., PS / / i -- ,- - _ F �S S F - // N 3,125.38 J / / E 1� 85,572.24 / w r--- - �- -- \ gas SOB FFE � 475h0 1� IP I ` \ \ \ j\ �i"\I �, I\� �■ / 1111 1 1 \\ I OND OUTFALL PIPE (RE \� \ ROVIDE 2' THICK GRADING E DRAINAGE PLAN)) 11 \ � \\\\4 OUTFALL (RE: \\ STORM DETAILS) / EROSION CONTROL NOTES. i ' I. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE // I j q UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY ALBEMARLE COUNTY. /� I' / / 2, THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE i S i (50' TO THE APPROVED NPDES SWPPP DRAWINGS DURING I Ex. shared Driveway Ease-E CONSTRUCTION OPERATIONS. I i (To be abandoned) I PB. 3471, PG. 411 PB. 4137, PG. 332 3. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PHASE I AND PERIMETER SEDIMENT CONTROL \ v 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, \ \ �Q 1992, APPLIES TO THIS PROJECT. 4. ALL EXPOSED AREAS SHALL BE STABILIZED OR SEEDED IMMEDIATELY WHEN GRADING OR EXCAVATING N r_ F ACTIVITIES HAVE PERMANENTLY CEASED. REF. VESCH, I TILITY POLE SHALL I 2) 99 II I BE RELOCATED. RE I I ROADWAY PLANS BY 5, SHOULD GRADING OR EXCAVATION CONSTRUCTION } OTHERS STOP FOR LONGER THAN 7 DAYS, THE SITE SHALL BE S SEEDED AS SPECIFIED. (REF. VESCH, 1992, STD. � SPEC. POB N 3,891 3.31) ,340.07 1 � E 11,485,707.7 1 I 4� 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY FOUR (4) N BUSINESS DAYS OR ONCE EVERY (5) BUSINESS DAYS AND -- ------ - ''""' I I � I " WITHIN 48 HOURS OF 0.25 INCHES RAINFALL OR GREATER -- _- - J L _ / - - SIGN - - - - - ` --- _ _- --- - - _-_ -- - -_-_ - - _ _ - DURING A 24-HOUR PERIOD. ALL MAINTENANCE REQUIRED _ _ _ _ _- \ d - - - - - - - - _ - - _ - - - - - - - - _- - - - __ - - - - - BY INSPECTION SHALL COMMENCE WITHIN 24 HOURS AND RE' OFF SITE ROAD BE COMPLETED WITHIN 48 HOURS OF REPORT. (REF. AV STREET E ENSION S. 742) VPDES CGP VARIO PART I /B,4,(D)IJ' / (60 Fe Pub 1 i c R i gh t�Of -Way) (DB. 4Z9", PG. 219) /- IMPROVEMENT PLANS / / / / / / 7. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE. - > (BY OTHERS ` IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY -- - - _ - - - - _� = _ �_ _ - - �__ - - - (_ - - \. M - - �_� TO TAKE ALL NECESSARY PRECAUTIONS TO PREVENT _- _ --- -- - sob --- sb6---- sob----�05 ---- _ ---_ sO6 - -sue- -- - Sob \ s 5- SEDIMENT FROM LEAVING THE SITE. eu,o 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. E SPEC. 3.32) 12, SEDIMENT SHALL BE REMOVED FROM SEDIMENT FENCE WHEN IT IS 25`b FULL, (REF. VESCH, 1992, STD. � SPEC, 3.05) 13. SEDIMENT REMOVED FROM SILT FENCE AND OTHER BMP DEVICES DURING THE COURSE OF CONSTRUCTION SHALL BE PLACED ON THE TOPSOIL STOCKPILE AND RESPREAD AT THE END OF THE PROJECT, ANY MATERIAL NOT NEEDED TO COMPLETE STABILIZATION OF THE PROJECT SHALL BE HAULED OFFSITE TO AN APPROVED, LICENSED, SPOIL AREA THAT IS IN FULL COMPLIANCE WITH NPDES REGULATIONS. 14. THE CONTRACTOR SHALL LOCATE THE FOLLOWING ON THE SWPPP PLAN MAINTAINED ONSITE: CONCRETE WASHOUT LOCATION, TOPSOIL STOCKPILE Is I � / _ ____�_ 7 7 """"""""ee __............000000000000000eee� " __� 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 1 iI SCALE r - 30' EVISIONS I BY 00 V LYcD LL , 1111111111111111 Cr / IIINNNT000 ­ co U Z w y� Q � 0 L \10 c � Q _o � Q � � oU N cq - Z , � Q � WW nW, 1._Ic EP TH � CHG LC 'y 0 D 6014 ,z X\�SS 0 N A L ENG /23/2018 Q U Z \Q -1/ J Z W } a 0 0 "No g o �Z�Zm��� J H W � a�Xao M Z I.L ~ M � � 2 J N WmQMW W OOC ��_wWV ~Z�WQ�U in a J CO Q O > U5 DRAWN TMB CHECKED TMB DATE 10/23/2018 SCALE DRAWING -) REVISIONS BY Albemarle County Design Standards Manual - Engineering k 1992 STONE 70' MIN. CONSTRUCTION ACCESS 3- SM-2A ASPHALT TOP COURSE EXISTING 2� y2% PAVEMENT 6- MIN_ 21A AGGREGATE BASE PROFILE STONE 70' MIN - CONSTRUCTION ASPHALT PAVED ACCESS WASHRACK EXISTING 2R 2S PAVEMENT E. Il 2% 12' MIN "MUST EXTEND FULL WIDTH I-- (D I-POSIT'V DRAINAGF OF INGRESS AND EGRESS 11 TO SEDIMENT OPERATION TRAPPING DEVICE PLAN 12' MIN- POSITIVE DRAINAGE 29 TO SEDIMENT TRAPPING ULVICE 10 FILTER CLO-H SECTION A -A A nlinhi1m11 water tap of 1 inch nRlst be installed with a :ninhMun 1 inch balkock shutoff vah a supplying a wash hose with a diameter of L i inches for adequate constmt pi essit e. Wash water Iu» s-t be Gamed away froar the entrance to an approved Settling area to remove seduuent. Alt sediulent _haD be prevented from entering,Torun dram. ditcheR or Watercourses, PAVED WASH RACK NO SC A.-F TABLE 3.02-A CONSTRUCTION SPECIFICATIONS FOR FILTER CLOTH UNDERLINER Page 8 of 23 Light -Duty Heavy -Duty Fabric Entrance Entrance Test Propertiest (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 100X, Typar 3401, or equivalent. 3 Heavy Duty Entrance: Sites with only rough grading and where most travel would be multi -axle vehicles. Examples of fabrics which can be used are: Trevira Spunbond 1135, Mirafi 600X, or equivalent. Source: Virginia Highway and Transportation Research Council (VHTRC) III - 10 1992 BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET O WIRE SCREEN RUNOFF OVERFLOW WATER WITH SEDIMENT ., CONCRETE BLOCK GRAVEL FILTER FILTERED WATER SEDIMENT I I !I WIRE SCREEN 2" X 4" WOOD STUD �o 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 111 - 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 H ight The minimum allowable height measured from the upslope side of the dike is 18 inches (see Plate 3.09-1). TEMPORARY DIVERSION DIKE Cmmna ted Snil Source: Va. DSWC Plate 3.09-1 Side Slopes 1;: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 n+e• A PROVIDE OUTLET _ r I PROTECTION ° - STANDARD FLARED END SECTION IIII (- SECTION VIEW NOTE: SEDIMENT MAY BE CONTROLLED AT OUTLET IF UPLAND PONDING WILL CREATE PROBLEMS EARTHEN DIKE (COMPACTED) 3:1 D+6" I ? 1 T I W11111011111- SECTIONII �W MRIIIIIMIIIIII51IIIIIIA - A 3.15 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* 501bs./linear inch (minimum) Standard Strength - 301bs./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 upslope side of the posts using heavy duty wire staples at least one inch long, tie wires or hog rings. The wire shall extend into the trench a minimum of two 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 su000rt 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. 1 III � FLOW a" 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW / =1 I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC q1I ILL L1WIRE LI J -I I Source: Adapted from Installation of Straw and Fabric Filter Source: Va. DSWC Plate 3.15-1 Barriers for Sediment Control, Sherwood and Wyant III-120 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 G r� rl 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 �� .;�xr .� I�•,..�-°�'`°' .s ,ate rp, � - �LL���/J Source: Michigan Soil Erosion and Sedimentation Guide III - 278 Plate 3.29-4 ESC DETAILS U Z w y�_11 O \ 110 ON Q T Q p 0, � rjoUL0 L 70 J W "oo 0 CC) N OT Q .c T W W U^J, I.�IL U_ EP TH CHG LC y O D 6014 S/ O N A L ENG /23/2018 I..L a Z `Q J / J Z W > a 0 g o JWWDao a 00 Ox~00_~� 'TW^ 7 U W ~ W Za�r WWW�0MccW m��� LU CC Q ~ Z W W U� m� J O Q O > U DRAWN TMB CHECKED TMB DATE 10/23/2018 SCALE DRAWING -) REVISIONS 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 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 DESIGN HIGH WATER �(25-YR. STORM ELEV.) o.s' IN. 1.0' RISER CREST 67 C.Y./ AC. DEWATERING DRY " STORAGE DEVICE 67 C.Y./ AC. " WET " STORAGE •,,S3tt1i 3 t.. t1 #1 }}#il SEDIMENT CLEANOUr POINT (" WET " STORAGE REDUCED TO 34 C.Y./ ACRE) DESIGN ELEVATIONS WITH EMERGENCY SPILLWAY CREST OF EMERGENCY / SPILLWAY DESIGN HIGH WATER (25-YR. STORM ELEV.) MIN. 2.0 0 0.5 MIN 1.0' 6 DRY " STORAGE 7 C.Y./ AC. RISER CREST 67 C.Y./ AC. WET " STORAGE -..: DEWATERING 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 DEPTH VARIES AS PERFORATED POLYETHYLENE* REQUIRED FOR' DRYVARIES DRAINAGE TUBING, DIAMETER (SEE CALCULATIONS INSTORAGE APPENDIX 3.14-A) (12*) 4*0 PE TUBING JODEWATERING WET STORAGE ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM, DIAMETER VARIES (SEE CALCULATIONS IN --&9RRW6AFEB-WIFVI- 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 GVG' nI A CC A I nlnn A n PAVED CHANNEL TRANSITION RIPRAP APRON RECEIVING --- ---IEL 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./sec? Source: Va. DSWC 1992 III - 159 Plate 3.18-2 3.18 PIPE OUTLET CONDITIONS A A, PIPE OUTLET TO FLAT AREA WITH NO DEFINED PLAN VIEW CHANNEL L a 70%.� d "M SECTION A -A FILTER CLOTH KEY IN 6_-9'; RECOMMENDED FOR ENTIRE PERIMETER A A 3do (MIN.) do ------------- 1W PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW L a 0 % d SECTION A -A 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 3.16-4. 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 safety fence shall be installed as per the following procedure: a. Line posts shall be placed at intervals of 10 feet measured from center to center of adjacent posts. In determining the post spacing, measurement will be made parallel with the ground surface. See "perspective" view in Plate 3.01-1. b. Posts will be set in concrete and backfilled or anchored by other acceptable means. C. Posts set in the tops of concrete walls shall be grouted into preformed holes to a minimum depth of 12 inches. d. All corner posts, end posts, gate posts, and pull posts shall be embedded, braced, and trussed as shown in the "Standard Fence - Chain Link" detail found in the latest version of the Virginia Department of Transportation (VDOT) Road and Bridge Standards. e. Fencing fabric shall not be stretched until at least 4 days after the posts are grouted into walls or 14 days after the posts are set into concrete. I. Thefabric ab c shall be stretched taut and securelyfastened means f i clips, b ea so tec s � Y P. 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. Liming: 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 ,vim• 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 sug-aested application rates. 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 days. /�'/E - DEa -G'TS' Y 4--� 3-/Z-/y 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. - Wit'. .. 3.-�'^.. f 91, ♦, "kiss Ill- 284 TABLE 3.31-A LIMING REQUIREMENTS FOR TEMPORARY SITES Recommended Application pH 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 Ibs./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,n o further g Y 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. Se- e Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than I` 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. 11I - 286 1992 TABLE 3.19-C GRADED RIPRAP - WEIGHT ANALYSIS Riprap Weight Requirements for Class/Type 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 k: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 Ill- 170 d15 filter < 5 < d15 filter < 40 d83 base dIs base 3.19 and, d, filter 40 d, base In these relationships, filter refers to the overlying material and base refers to the underlying material. The relationships must hold between the filter material and the base material and between the riprap and the filter material. In some cases, more than one layer of filter material may be needed. Each layer of filter material should be approximately 6-inches thick. TABLE 3.19-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 III - 171 1992 3.31 Mulching 1. Seedings made in fall for winter cover and during hot and dry summ er 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) & 44 - Cereal. (Winter) Rye (Secale cereale) 75-100 Feb. 16 - Apr. 30 Annual Ryegrass �9--9� (Lolium multi-florum) 75 May 1 - Aug 31 German Millet Source: Va. DSWC (Setaria italics) I11- 287 b 00 00 1992 3.32 TABLE 3.32-D SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA Total Lt Per Acre Minimum Care Lawn 180-200 Ibs Commercial or Residential 175 200 lbs. 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 (Steeper than 3:1) Kentucky 31 Fescue 108 lbs. Red Top Grass 2 lbs. Seasonal Nurse Crop * 20 lbs. Crownvetch * * 20 lbs. 150 lbs. * Use seasonal nurse crop in accordance with seeding dates as stated below: February 16th through April ...................... Annual Rye May 1st through August 15th ..................... 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 1� PLANT 3/1 SIl 8/15 2/15 5/1 9/1 SPECIES CHARACTERISTICS Acre 1000 ftZ to to to to to to 4130 8/15 1111 4130 9/1 11115 OATS 3 bu. (up to 100 lbs., 2 lbs. X X - - Use spring varieties (e.g., Noble). (Avena sativa) not less than 50 lbs.) RYE 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 lb. X X Warm -season annual. Dies at first Setaria italics frost. May be added to summer mixes. ANNUAL RYEGRASS` 60 lbs. Ph lbs. X X X X May be added in mixes. Will Lolium mulri-floruml mow out of most stands. WEEPING 15 lbs. 5'12 OLS. - X - - X - Warm -season perennial. May LOVEGRASS bunch. Tolerates hot, dry slopes Erarostis 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 (I- Me- 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 cover crop with f all seeding. May beused as a g Y P X May be planted between these dates. - May not be planted between these dates. U Z w y� Q 5 p L 011 U > o Q p Cr Q � 0U L C US CO � N J a) (f) \,0 GO N cj� Cr OT W W W a U_ EP TH O CHG LC y 6014 �41 A L ENG /23/2018 I..L a Z `Q J / W J O W >- a o H 2 r co Z m � to U,) JWLU in N W 0 T^ 7 'W UW~W Zcc 4 Er J LU M�J� WWWCC �oMccW mc�QW0�� Q~ Z W w V U� m� J co O Qo > U Q DRAWN TMB CHECKED TMB DATE 10/23/2018 SCALE DRAWING III - 4 ESC DETAILS SURFACE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.38 IMPERVIOUS AREA AT COMPLETION 122 (ON -NM ONLY) PERVIOUS/ SEEDED AREA AT COMPLETION 318 (OWSrrE ONLY) KEYNOTE 0 24" WHITE STOP BAR � "STOP" SIGN (SEE DETAILS) © ACCESSIBLE PARKING (SEE DETAIL) © 6" TALL WHEEL STOPS (SEE DETAIL) DUMPSTER PAD (HEAVY DUTY CONCRETE PAVEMENT - SEE PAVEMENT DETAIL) O TAPER NEW CURB E GUTTER FROM 6" TO 0" (RE:GRADING PLAN FOR LENGTH E ELEV.) Fo NEW SIDEWALK (SEE THIS PLAN FOR WIDTH) © 6" DIAMETER BOLLARD (SEE DETAIL) O SIDEWALK SHALL BE FLUSH WITH ASPHALT AT ACCESSIBLE SPACES E 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 8 R/W OM SITE SIGNAGE O DOUBLE 6' WIDE SWING GATES FOR POND ACCESS (SEE DETAIL) @0 CG-6 CEG PER VDOT STDS (SEE DETAIL) © STOP SIGN (SEE DETAIL) ® 6" WIDE FIRE LANE STRIPING (SEE DETAIL) ® 3' LANDSCAPE BUFFER (SEE DETAIL) �S NOT USED OT RAMP TYPE 'T - SEE DETAIL Uo RAMP TYPE "T - SEE DETAIL Vo 2' WIDE CONCRETE FLUME (SEE DETAIL) Wo 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) ALBEMARLE COUNTY GURAL CONSTRUCTION NOTES: I. PRIOR TO ANY CONSTRUCTION WITHIN ANY 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 \ Yards, tnininium: setbacks Front (existing public roads) 75 feet Front (internal public or Front-Nhaimum 10 feet from the right-af--way or the exterior edge of the sidewalk ifthe sidewalk is \ private road)(Amended l 1-13-91) 25 feet outside of the right-of-uav LT off-street parking or loading spaces, 10 feet from aup ALWAYS Side 25 feet public street right-of-way CALL Rear 35 feet Front -Maximum 30 feet from the right-of-,Rrav or the exterior edge of the sidewalk if the si&e alk is BEFORE YOU provided that this maxum setback shalt iict apply to any outside of the nglit-of-may, promaximum PA S£1e5 W structure existing on June 3, 2015 and to any structure depicted on an approved final site DIG plan that is ialid on June 3, 2015 as haying a front setback grater than 30 feet: none: on 41 N /F -lot including a corner lot abutting a inci at arterial highciav k- P - ,y Willoughby Property Owner ' s Side and Rear- If the abutting lot is zoned residential. rural areas, or the -Monticello Historic district: (i) DRY POND SHALL Association, I n c . minimum no portion of any structure, excluding signs, shall be located closer than 5C feet from the C/Or Real Property , Inc . district tuadan; and (ii) no off-street paridng or loading space shall 6e located closer • BE POSTED "NO PID: 076M2-01-00-000BO than 20feet tothe district boundarv. F�y y DR. 3814, PG. 193 If the abutting lot is zoned connnercial or industrial. any primary structure shall be TRESPASSING, / El�l�e(2 Zone : P U D a - ad �, �, constructed and separated in accordance pith the current edition of the Building Cade_ OCCASIONAL F c ` M Use: Residential �L L QO Side and Rear- None a"e ma.e" c"ngemvmr.l %imec maaea ax0 Neiue "rmect vac from DROWNING HAZARD" / / Z W W RES blaxirnum y;yryy"ae.P"y"e. KEENE, VA 22946 *ALBEMARLE COUNTY CODE SECTION 4.12.6 REQUIRES / E \ CR F stepbacks sale Diyying Is No Aceiae"L Q Always C"11811 DO— You Dig ONE (1) SPACE PER EACH EMPLOYEE PLUS TWO (2) Front For that begins feet is for the DEED BOOK: 4137, PG 325 SPACES PER EACH SERVICE STALL 23 EMPLOYEES X W each story each story_ above third start,, above to all be 1 whichever is less. the mvnmurm stepback shall be ] 5 feet (1) SPACE EACH - 23 EMPLOYEE SPACES REQUIRED. �, / �, �, �, \ / �, �, \ Side and Rear None EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR FLOOD ZONE "X", "AE" 14 REPAIR BAYS X (2) SPACES = 28 REQUIRED CUSTOMER PARKING SPACES. TOTAL PARKING / \ t t t y \ y t y \ SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY LINE WHILE DIGGING, YOU CAN HARM YOURSELF pFRF / \/ SE SEVICE ��Ry AS SHOWN REQUIRED = 23 EMPLOYEE SPACES + 28 CUSTOMER i l y y y / ANRENTOIRE NEOIGHBOROHOODDPT ANDUPOTENTIALLYTBE G BASE FLOOD ELEVATION: 372.5 SPACES - 51 PARKING SPACES. FLOOD HAZARD \ RESPONSIBLE FOR FINES AND REPAIR COSTS. LOWEST FLOOR ELEVATION: 475.0 / • OVERLAY BOUNDARY y SMART DIGGING MEANS CALLING 811 BEFORE -SECTION 4.12.4 REQUIRES THE NUMBER OF PARKING y y / y y y y � \ EACH JOB. WHETHER YOU ARE A HOMEOWNER OR A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 LOCATION MAP SETBACKS SEE HC SETBACK TABLE ON THIS SHEET SPACES IN A PARKING AREA NOT EXCEED THE y y / y y / GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. SCALE: 1" =1, coo' FOR FULL DESCRIPTIONS NUMBER OF SPACES REQUIRED BY MORE THAN 10' FRONT MIN. (FROM ROW) TWENTY (20) PERCENT. STORAGE SPACES ARE NOT W - 30' FRONT MAX (FROM ROW) COUNTED AS PUBLIC PARKING SPACES. / v v v �� 41 v MAXIMUM NUMBER OF PUBLIC PARKING SPACES = 51 J \ 50' REAR (ADJACENT TO RA) X 1.2 = 61 SPACES.'/ 35' REAR (IN RA) 0' SIDES (IN PC, ADJACENT TO HC is PD-SC) /�J/ ✓ �, Q ,� 25' SIDES (IN RA) N/F A( Avon Holdings, LLC �o Q / PROPOSED BUILDING HT 23 P I D: 07700-00-00-01 1 Eo moo/ W W o co DR. 2872, PG. 510 / v i i i i i i i i i O�Q MAXIMUM BUILDING HT (HC) 65' Zone: P D -S C Use: Vacant / �/ ZONING NC, RA 1 41 AS SHOWN W L Y Y L 1Y + W W W W W + W W W W MAGISTERIAL DISTRICT SCOTTSVILLE OVERLAY DISTRICTS AIRPORT IMPACT AREA DAM INUNDATION ZONE i y FLOOD HAZARD OVERLAY IV W STEEP SLOPES - PRESERVED OVERLAY DISTRICT / I0 USE BODY SHOP STEEP SLOPE - PRESERVED to / OVERLAY (SOURCE: ALBEMARLE co STREET TREES PROVIDED 7 LARGE SHADE TREES E / Gr s ` ` ` W COUNTY GIS SHP FILE W t 6 ORNAMENTAL TREES 41 STREET TREES REQUIRED* 5 y *ALBEMARLE COUNTY CODE SECTION 32.7.9.5 y y y y y y y y REQUIRES ONE (1) STREET TREE PER 50OF y y y y STREET FRONTAGE AND (1) PER REMAINDER OF L - -25_ P T RA UI ING S-B K - - - - - - - - FRONTAGE GREATER THAN 25'. 253.85' OF 20' -Di urbane za STREET FRONTAGE / 50' = (5) FIVE REQUIRED B. 3471, P . 41 1 SPe. 4137, 332 STREET TREES. Rur rea LIGHT POLE ighway Commercial Hig way ommercia LOCATIONS SHALL 50' REAR SETBACK TO RA DISTRICT BOUNDARY BE PER THIS PLAN, 20' NO DISTURBANCE BUFFER RE• PHOTOMETRIC - N/F Lori D Fitzgerald PID: 07700-00-00-0100 DB. 1498, PG. 287 Zone: LI Use: Commercial �A� LEGEND SYMBOL DESCRIPTION o WHEEL STOP HANDICAPPED SYMBOL Oq NUMBER OF PUBLIC PARKING SPACES ® NUMBER OF EMPLOYEE PARKING SPACES ® NUMBER OF VEHICLE STORAGE SPACES HANDICAPPED SIGN J� EXISTING TREE LINE 6' WOODEN PRIVACY SCREEN FENCE CONCRETE PAVING/SIDEWALK (REFERENCE OFFSITE ROADWAY PLAN SET) CONCRETE PAVING/SIDEWALK (SEE DETAIL) .: y .. HEAVY DUTY CONCRETE* HEAVY DUTY ASPHALT* STANDARD DUTY ASPHALT* PLAN FOR 0 K K I ROPOSED SWM FACILITY SITE NOTES' TRIPING ( W L/4'7 ADDITIONAL INFO. L 0 I ACCESS EASEMENT PROPOSED I. CONTRACTOR SHALL REFER TO THE CALIBER COLLISION If ® V °0 7❑ STORMWATER ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS TOPOGRAPHY is SURVEY HAVE BEEN PROVIDED BY SURVEY MATTERS, LLC AND ARE REFERENCED WITHIN THIS PLAN SET. SEE PLAN SHEETS n2 E U3 FOR COMPLETE SURVEY DATA. TYP,-(4)CG � � L BMP AND FOR THE EXACT LOCATION OF UTILITY ENTRANCES, I PAINTED STOP LINE u i 1 i n g se t b a c L i e p_ �- N ROOF LEADERS, EXIT DOORS, EXIT STOOPS, ETC. ---- SAWCUT LINE R 1 \ 2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, CENTERLINE OF PARKING, OR EDGE OF SIDEWALK RURAL AREA ZONING UNLESS NOTED OTHERWISE, (TO REMAIN UNDISTURBED) s! i 0 0 1 3, CONTRACTOR SHALL PROVIDE ALL LABOR AND �' �� 1 L ROPOSED SWM FACILITY TYPi BB .a 5O I ACCESS EASEMENT MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE p `� I \ AND PAVEMENT MARKINGS AS SHOWN ON THE PROPOSED 15' PRIVAT CONSTRUCTION PLANS. STEEP SLOPE - PRESERVED 0 E �/� 1 ❑ 1 -CURB STY N DRAINAGE EASEMENT \ 4. ALL STRIPING ON SITE SHALL BE WHITE, 4" WIDE, (SOURCE: ALBEMARLE CO. cr TRANSITION / K R K V o,U, R 8' _ _ UNLESS NOTED OTHERWISE. GIS SNP FILE) 6' WOODEN SCREEN FENCE p \ 5. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF :10 .t 6 K AT TOP OF +_ 2.25' WALL 24' 24' I I DRIVEWAY H EASEMENT \ THE SIGN WITH CALIBER COLLISION, RETAINING WALL (RED GRADING PLAN) L 0 � (TO BE ABANDONED) 6. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN R O W G THIS CONSTRUCTION SET FOR OTHER PERTINENT ROW DEDICATION (TO Y 8 0, R Z �,© I W 0 I PB , PG INFORMATION. COUNTY FOR PUBLIC USE) 8' 0 PB 41374137, PG 332 7 ALL WORK AND MATERIALS SHALL COMPLY WITH REFERENCE PAVEMENT DETAIL FOR GEOTECH N/F ALBEMARLE COUNTY REGULATIONS AND CODES AND ROP, 30' SHARED / O.S.H.A. STANDARDS. PAVEMENT SECTION RECOMMENDATIONS 01 DRIVEWAY EASEMENT Gregory Allen Love F' PR PERT' LIN I PID: 07700-00-00-01100 8. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES 3 I I OF TOPSOIL, SEED, MULCH AND WATER UNTIL A SLP NOTES G �s, 0 � DB. 2798, PG. 643 ; I ` ❑ I Zone: HC Use: Commercial HEALTHY STAND OF GRASS IS ESTABLISHED, UNLESS �1� I NOTED OTHERWISE. I. UPON REQUEST OF THE COUNTY, THE APPLICANT I 3O 33 o, " 9. EXISTING SITE IMPROVEMENTS WITHIN CONSTRUCTION SHALL DEDICATE LAND WITHIN THE 100-YEAR G I LIMITS ARE TO BE ABANDONED REMOVED OR EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING I ( O \ °' C o E G 20 I FLOODPLAIN AND STREAM BUFFERS TO PUBLIC USE CONNECTION TO ANY EXISTING ROAD, A PERMIT I G L �'-5) 7O I RELOCATED AS NECESSARY, ALL COST SHALL BE NEAR MOORE'S CREEK FOR A POTENTIAL FUTURE SHALL BE OBTAINED FROM THE VIRGINIA 6' WOODEN SCREEN FENCE----E } INCLUDED IN BASE BID. GREENWAY TRAIL. ACTUAL TRAIL PLANNING, DEPARTMENT OF TRANSPORTATION (VDOT). THIS AT TOP OF t 3' WALL E + 50' Ex. shared Driveway Easement 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING, AND CONSTRUCTION IS TO BE CARRIED PLAN AS DRAWN MAY NOT ACCURATELY (REGRADING PLAN) 2 LOADING I Pe. be cb\\ ned1 RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL OUT BY OTHERS. REFLECT THE REQUIREMENTS OF THE PERMIT. 4' SUBGRADE BUILDING -SPACES RETAINING WALL JI C vo� PB 4137, PG. 332 UTILITIES, STORM DRAINAGE, SIGNS, ETC, AS REQUIRED. WHERE ANY DISCREPANCIES OCCUR THE N/F FOUNDATION WALL (12'x25' ea,) (REGRADING PLAN) ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING 2. SUBJECT PROPERTY IS EFFECTED BY THE FOLLOWING REQUIREMENTS OF THE PERMIT SHALL GOVERN, Avon Holdings, LLC H B AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED ZONING OVERLAY DISTRICTS: 2. ALL MATERIALS AND CONSTRUCTION METHODS 1 D: 07700-00-00-011 EO CALIBER HANDICAP PARKING SIG U O, BY SUCH, ALL COST SHALL BE INCLUDED IN BASE BID. EC -ENTRANCE CORRIDOR SHALL CONFORM TO CURRENT SPECIFICATIONS DB. 2872, PG. 510 Zone: PD-SC I TO BE ON POST PLACED J II. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD STATE DAM BREAK INUNDATION ZONE AND STANDARDS OF VDOT UNLESS OTHERWISE Use: vacant CONCRETE SWALINFORMATION COLLISION AGAINST RETAINING WALL F -� TAKEN FROM A SURVEY BY SURVEY AIA-AI IMPACT OVERLAY NOTED. (REGRADING PLAN) PROTO 186 5' CLEAR WIDT C 0 MATTERS, LLC. FH-FLOOD HAZARD OVERLAY OD H 3. EROSION AND SILTATION CONTROL MEASURES I Q 12. UNLESS NOTED OTHERWISE, PAVEMENT SHALL BE THE STEEP SLOPES - PRESERVED OVERLAY DISTRICTS SHALL BE PROVIDED IN ACCORDANCE WITH THE 18635 S.F. RETAINING WALL F 6' CLEAR WIDTH STANDARD DUTY ASPHALT. APPROVED EROSION CONTROL PLAN AND SHALL -7F (REGRADING PLAN) 8' 3 13. ALL HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN. 3. THE ENTRANCE ONTO AVON STREET EXTENDED IS INSTALLED PRIOR TO ANY CLEARING, GRADING PROP. 30' MAX, SETBACK Y SIDEWALK) i FFE' 4 / 5.O CC 8 ALL HANDICAPPED STALLS SHALL BE 8-FOOT PER THE SUBJECT TO APPROVAL OF AN ACCESS OR OTHER CONSTRUCTION. O (FROM &Drainage STEPS (SEE DETAILS AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES AND MANAGEMENT EXCEPTION BY VDOT 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE 4.5' SUBGRADE BUILDING 20' utility - Easement - -n. C _ X 150' ALBEMARLE COUNTY STANDARDS. SPACES MARKED "VAN" "VAN FERTILIZED, SEEDED AND MULCHED. FOUNDATION WALL (+ 4.5' CUT �71-PG--4l - - - - - 30' PROP. MAX. NC BUILDING SETBACK {' - - 0 - p ! I 14. SHALL RECEIVE A ACCESSIBLE" SIGN. STOP SIGNS SHALL MEET THE CRITERIA OF THE STATE OF 4. THE FINAL SITE PLAN MUST SNOW CONFORMANCE 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 WALL) I SUBGRADE BUILDIN ��`S' C1' I WITH THE -DOT ROAD DESIGN MANUAL APPENDICES B(U (HORIZONTAL VERTICAL). WHERE REASONABLY PROP. 10' MIN. SETBACK o FOUNDATION WALL M ° 4p, 10.034 ACRES DEDICATED T EGRADING VIRGINIA DEPT. OF TRANSPORTATION AND MUTCD STANDARDS. AND F, AS WELL AS ANY OTHER APPLICABLE OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER (FROM SIDEWALK) - - - - - 6 3' THE COUNTY FOR PUBLIC USE PLAN, NO RAMP 15. ALL PARKING SPACES ARE TO BE 9.0' WIDE AND 90' TYPICAL STANDARDS, REGULATIONS, OR OTHER REQUIREMENTS. ARE TO BE ACHIEVED. P. RO - _ _ _ o L° 0' MIN. _ _ _ _ NC BUILDING SETBACK- PROP. 10' T �9i' 43 N� PROP. ROW UNLESS NOTED OTHERWISE. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED ATCHLIN - PARKING SETBACK 16. THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH DITCH MAY BE REQUIRED WHEN IN THE OPINION X. ROW-P A L ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 32.6. NOTE: BUSINESS SIGNS OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS ------------ _- _ L 0 ARE REVIEWED BY DEEMED NECESSARY IN ORDER TO STABILIZE A 2 x­­EX. ROW DRAINAGE CHANNEL. RE: OFF -SITE ROADWAY-"'±0.045 ACRES DEDICATED T 0 ­484' 6TH ST STA PKW 1,860' (ANON CT) 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM _ IMPROVEMENT PLANS FOR SIDEWALK CURB THE COUNTY FOR PUBLIC USE RE: OFF SITE ROAD WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. !; GUTTER DESIGN AVON STREET EXTENSION (S.R. 742) o, 0 IMPROVEMENT PLANS (BY ° 8, UNLESS OTHERWISE NOTED ALL CONCRETE PIPE (60 Feet Public Right -&-Way) (DB. 429, PG. 219) Aj SHALL BE REINFORCED CONCRETE PIPE - CLASS I-IANDRAI. NOTE OTHERS) III. BUILDING CONTRACTOR SHALL BE --- 9. ALL EXCAVATION FOR UNDERGROUND PIPE RESPONSIBLE FOR INSTALLATION OF Edge o f Asphalt Ol� --- e INSTALLATION MUST COMPLY WITH OSHA HANDRAIL AT TOP OF WALL "C". HANDRAIL PAMAIG SIRPWG LEGD STANDARDS FOR THE CONSTRUCTION INDUSTRY MUST BE INSTALLED, INSPECTED BY BUILDING ALL STRIPING ON -SITE SHALL BE SWSL/4" - a o---- auo ohe o h (29 CFR PART 1926). INSPECTIONS AND APPROVED PRIOR TO SINGLE WHITE SOLID LINE / 4" WIDE, UNLESS - - ayo au _ �PFD e _ _ e _ CERTIFICATE OF OCCUPANCY RELEASE. NOTED OTHERWISE SEPARATE SUBMISSION SITE LAYOUT 0 30 60 scALE r - 3o' d' REVISIONS I BY CU Z w y� Q O LL L � L > 0 c oU C a ° ) (n 0 00 cq O'� - O Z Q CD J � WW W a LL EP TH CH A LE 'y O G C D 6014 N A L ENG /23/2018 Q U Z \Q J / L Z W } a 0 WZCC) ZmL0� J H W D aaXao CO vJ J W�JN WWW�0MCcW Q ~ Z W W V in J CO 0 Q co > U Q DRAWN TMB CHECKED TMB DATE 10/23/2018 SCALE DRAWING f2EVISIONS 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'-O" (AT POND FENCING) N � N MITER (TYP) 0 0 0 4" x 4" POSTS O �ir� 1/4" (TYP) O -1" x 4" x 6'-0 FENCING hw z 2" x 4" STRINGERS (TYP) 12'-0" GA 6' MIN. EACH GATE J (n 0 O 0 oa �L 2V �a w 12" a a zof 2500 PSI P.C. 00 CONCRETE MINIMUM (TYP-) 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 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. ERE LANE STRIPING N.T.S. 36" WHITE LEGEND RED BACKGROUND R1-1 36"X36" "STOP" SIGN II N.T.S 2'-O" STOP BAR ~ m z � W� 2O W >� �O LL OQ WW wDI STOP BAD 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' 1 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' 1 e a ♦ d d IF 1 < o o 0 00 4' J NOTE: (TYP) REINFORCEMENT WILL 4" AGGREGATE BASE BE 6 x 6 - W1.4 X COURSE COMPACTED TO SECTION A -A W1.4 WWF. CONCRETE goy, STD. PROCTOR (TYP) SHALL HAVE 4000 PSI COMPRESSIVE STRENGTH ON -SITE CONCRETE SIDEWALK N.T.S. NOTE: STOP SIGN TO MEET AASHTO STNDS. RE: RH STOP SIGN DESIGN 36" X 36" 3" GALV. STEEL POLE _ - -III-III-III-I o 111= I III -III -III -III II -I 1=1 I 1=1 I I I- o =III -III II -I N clll-II v III - IIIITIIIIII , o III III= I -I -II-1 I I I1 IT-1 I-IIII I- I --I 1=1 11=-III -1 O STOP SIGN RE: RETAINING WALL PLANS FO WALL DETAILS 6' a Z' 6' E2.0%- 6.671 2.0% a �M/\X MAX A a a TAPER SIDEWALK G-12 WARNING PROPOSED 5' X 5' 6" TO 0" HEIGHT STRIP (SEE DETAIL) SIDEWALK AREA OVER 6' AT TOP � BOTTOM SIDEWALK RAMP TYPE DETAIL OF RAMP AT 2 b MAX SLOPE IN N.T.S. ANY DIRECTION WIDTH PER PLAN A" IA/LJITP:- CMDIPE STRIPE AT 24" ON CENTER HC ACCESS RETAINING WALL NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS SEE SITE PLAN SLOPE 1/4" /FT. MAX. 2" (TYP) 1 2 R (TYP) 6" 11-PC CONCRETE TYP (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 a STORM DETAILS FOR 1. The maximum slope of the structure shall he 1.5:] (67%). 2. Curtain Walls shall he provided at the beginning and end of all paved flumes not TRANSITION OUTFACE abutted to another structure. The curtain wall shall be as wide as the Flume channel, extend at least 18 inches into the soil below the channel, and have a thickness of 6 Tinches. Curtain walls shall be reinforced with #4 reinforcing steel bars placed on 6- PROECTION DETAIL NDOT 113.OD inch centers. 3. Anchor Loin 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 thickncs, 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 least a inch thickness of class concrete with welded wire fabric (6 X 6 - W2.1 x W2.1)in the center for reinforcement. ment. N"T S 5. Expansion 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 REGUIPED PER ADA CODE. w HANDRAIL SHALL MEET ADA, UBC � ANSI AII7,I STDS. M j Y a co w z Q I MJ� I >JLZ RE: ARCH FOR M <> 0 AQ ¢ 5 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) L PERIMETER + 2 " 4-38A' 2 42• Q' MAXI A) (B) HANDRAIL DETAIL HANDRAIL NON -CIRCULAR 6" EX /OSED 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 C-0". 3. PICKETS AND INTERMEDIATE RAILINGS SHALL BE PROVIDED SUCH THAT A 4-INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. FROM A HEIGHT OF 34 INCHES TO 42 INCHES ABOVE THE ADJACENT WALKING SURFACE, A SPHERE 8 INCHES IN DIAMETER SHALL NOT PASS. 4. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY POINT ALONG THE RAILING, INCLUDING CORNERS AND END TERMINATIONS (OSHA 1910.23). THE TOP SURFACE OF THE TOP RAILING SHALL BE SMOOTH AND SHALL NOT BE INTERRUPTED BY PROJECTED FITTINGS. 5, TOEBOARD SHALL CONFORM TO OSHA STANDARDS. TOEBOARD SHALL BE A MINIMUM OF 4" HIGH AND SHALL BE AN EXTRUSION THAT ATTACHES TO THE POSTS WITH CLAMPS THAT WILL ALLOW FOR EXPANSION AND CONTRACTION BETWEEN POSTS. TOEBOARDS SHALL BE SET 1/4" ABOVE THE WALKING SURFACE. TOEBOARDS SHALL BE PROVIDED ON HANDRAILS AS REQUIRED BY OSHA AND/OR AS SHOWN ON DRAWINGS. R" IiA/L_JITF C�TDIPE AND CROSSWALK NOTE: �,IEFE�,IENCE PLAN SHEETS 2W1-2W3 F02 DETAINING WALL DETAILS. P.C. CONCRETE 0 2" TYP. 6" WELDED WIRE FABRIC I t 6x6-W2.1 XW2.1 a e e COMPACTED SUBGRAD1 2" EXPANSION E JOINT MATERIAL SECTION A -A 2' e nl 6„ 6" 2'-0" (MIN) SEE GRADING PLAN PI FOR LENGTH SECTION B-B PLAN B PARKING AREA CONCRETE FLUME (N.T.S.) .000/ r CURB B 1 /2" EXPANSION PROVIDE 5'X5 I HI LIC V CURB TO 0" PROVIDE 5'X5' LANDING TAPER 6" CURB TO 0" TAPER 6" CURB TO 0" / VDOT CG-12�VDOT CG-6 WARNING 30" CURB STRIP OQOVIDE5'X5' GUTTER MINIMUM LANDING AREA VDOT CG-6 30" CURB 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 (CG-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 WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 121 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 V FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO -R�,� _ 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 11/Z". 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS r r r rvTll/ri y ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. � �r��r��<rr��r�Grv�r���rr�� \ ii�i�: j`i�Yj���r�TNTrUU�r� 5'MIN rr rr 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED\\r y 2:1 MAX �- of BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12 1 MAX saaaa AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY aoe esaoe$oso,.aaa°a 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 PROWIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. � \ ii i riTri iYTri T fi 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT iji 12'1 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS r n 12 1 MAX d v IEallal 11 IEII _ _ PERPENDICULAR TO THE CURB. g MIN X X f = 11=III=III=III=III-1-11 -1 III II TIT-T-T-Tr-I T I=1 T r- 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK _ = e�Qeoeopea eg I -II I II II -II III -II �e°,a� ... TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT X , 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. T EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, \ \ AT T X ,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 1.6"-2.4" C-C O CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -►� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O O z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH - ,I, O O O O O O O O O O O O - z THE BACK OF CURB. yl K:a u o o o o o o o o o o o o 0 0 0 0 0 0 0 0 0 0 o Q 0 0 0 0 LAND INC;RAMP + o }vaa asaao8:, W.eaapee �soa°,vaoa a N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50% 65% DIAMETER BASE TOP D DIAMETER f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING o AT BACK OF CURB SEE NOTE 12. 01 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR _ BASES F PAY LIMITS DETECTABLE WARNING TRUNCATED DOME INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL '\VDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION R 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 (5 Z w y1-j) Q� C CV > C �L O Cn o C CO "o CID (D = p Q) Q CD W W UJ 1� U_ I. �P TH CH G UC z O v 6014 S/ O N A L ECG /23/2018 Q U Z Q J LL J O W > a c O L r (1) Z Z m��� J W W Qo"cm cm 1-6U W �Oco Z ~ J 2 CM WWW0MCELLJ J LLJCE Q Z > U U� mW J � O QO U a DRAWN TMB CHECKED TMB DATE 10/23/2018 SCALE DRAWING 9 REVISIONS BY t•-D -OO- STANDARD DUTY PAVEMENT SECTION NOT TO SCALE i" � PER GE❑TECH OF RECORD RECOMMENDATIONS 1_I_I_I_I_I_I_I_I_I_I_I_� 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 IT c ° ° c ° ° c ° o Qa ° 5" 5.5" v ° °qq a ° v ° DENSE AGGREGATE BASE STONE " � DENSE Xy AGGREGATE BASE STONE A A � H � A W REE-DRAINING SUBGRADE-SCARIFIED REE-DRAINING SUBGRADE-SCARIFIED AND COMPACTED AND COMPACTED TO AT LEAST 98% OF THE STANDARD TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY PROCTOR MAXIMUM DRY DENSITY STANDARD DUTY CONCRETE PAVEMENT SECTION HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE NOT TO SCALE NOTE: PORTLAND CEMENT CONCRETE SHALL BE 3500 P.S.I. 28 DAY STRENGTH (5 t 1 % AIR ENTRAINED) W/ MINIMUM FLEXURAL STRENGTH OF 550 PSI PER GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS MATERIALS AND PROCEDURES SHALL CONFORM TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION. PARTIAL CONSTRUCTION OF THE PAVEMENT IS STRONGLY DISCOURAGED BECAUSE OF THE LIKELIHOOD OF PAVEMENT AND SUBGRADE FAILURE. THIS FAILURE WILL OCCUR BECAUSE THE PARTIAL PAVEMENT IS INADEQUATE FOR SUPPORT OF CONSTRUCTION LOADS AND MANEUVERING OF EQUIPMENT. P.4VING DE7/-ILS THE PAVEMENT DESIGN AS SHOWN IS PROVIDED BY PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)., DATED AUGUST 31, 2017. FREELAND is KAUFFMAN, INC. DOES NOT WARRANT THE EFFECTIVNESS OF THE DESIGN. FREELAND E KAUFFMAN, INC. ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR SAID DESIGN. 4" MULCH OR TOPSOIL (MIN.) 3' HEAVY DUTY PROTECTED LANDSCAPE BUFFER OR 4" GRAVEL BASE COURSE 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 @ O.H. DOOR CONCRETE PAVING (REF. PAVING DETAIL) 4,000 PSI CONC. PIER — — — - 18 DIA. XT-0" DEEP CONC. PIER W/ #4 BARS -_ —_--_ VERT. & #3 TIES @ 8" O.C. - — III — — — III I I — #4 X 12 LONG RE -BAR WELDED TO PIPE 4 REQ D ( ) BOLLARD DETAIL CONCRETE �y JOINT -CAULKED WITH DOW CORNING R 890-SL SELF - LEVELING SILICONE JOINT SEALANT. 1/8" TO 1/4" SAW CUT N , D H/4 (1-114" MIN.) 0 • SAWED CONTROL JOINT RESERVED PARKING VAN CESSIBL "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 OF CONCRETE GROUND/PAVING SURFACE 4 -CONSTRUCTION JOINT #4 BARS (o / 2'0"O.C. EQUAL I EQUAL 16" COVCRETE/ASPHAL T JOINT DETAIL FIN. GRADE (SEE SITE PLAN FOR PA VEMENT INFORMA TION) r-ASPHAL T TONE BASE SDEWA X f ADA SI6M - SM DETAL uj m 4' 4' 7 PANT® LNES AND STRPWG SHALL E 4' WDE SHALL BE SPACED AT 2C ON CMM DOLOR SHALL EEVNMORASDRECTEDBiM0&fR 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. • P.C. CONCRETE ' 4 4'-0" A A 4 • • 3" MIN. SIGN BASE DETA L 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 OF_d REVISION DATE 201.04 ACC PKG SIGN WHEEL STOP - SEE DETAIL /8 �/ THIS SHEET �1! O VAN PARKING „O 110 JP O ADA PARKING 2016 ROAD & BRIDGE STANDARDS 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. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF 2" R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. to D D tii,1D D D D D D D D D D D D D D D O THE BOTTOM OF THE CURB AND 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A -THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MAINTANED. SPECIFICATION \V=T 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 2'-6' /---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) a17 14- 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 20 Q 0 L D\ L Q o q v �oULk, I, 3 N J 0 C) co N 0 �O c> Z Q o J l� w LLI a LL EP TH CH G LC 2 D 6014 SS/ O N A L ECG /23/2018 a Z aJ lLl -.1ZO W > a o v_5 Z co Z LLI mw0a JWW�Qa'`w OX~cc I �0_�� r (n U Z co ,�^ W ZapT 1.� W � J N W cc co o in W W a OMCcW ,~ Wco a�ZWW J co p a0 > U a DRAWN TMB CHECKED TMB DATE 10/23/2018 SCALE DRAWING REVISIONS I BY 03 CASTER WHEEL DETAIL SCALE: NTS METAL BOTTOM FOOT 'V' TRACK CASTER WHEEL WELDED TO METAL BOTTOM FOOT SURFACE ANCHORED 'V' TRACK 53'-0 1 / 16" OPERATIONAL GATE DIMENSION 02 NOTE: WAGNER HEAVY DUTY SPRING LOADED CASTER WHEEL ASSEMBLY AND WHEEL BRAKE - GC TO PROVIDE SUBMITTAL. CASTER WHEEL DETAIL SCALE: NTS 1 1/4" HEAVY DUTY PIPE. POST (TYP) CONCRETE SLAB WITH HEAVY BROOM FINISH. 1 1/4" HAND RAIL MATCH FINISH FLOOR AND c� SLOPE SLAB AWAY FROM M 1 1/4" HEAVY DUTY BUILDING AT 2% MAXIMUM PIPE. POST (TYP) 100'-0" JqV _ FF. ELEV � N COMPACTED FILL/ TC=474.85 S U BG RADE BC=474.39 (p TCTC47 EMBED POSTS 5", PACK WITH NON -SHRINK GROUT FOUNDATION WALL CONC OR MASONRY 14'-6" 24'-0 1 / 16" 14'-6" PANEL 01 OPERATION DIMENSION CLEAR FIRE LANE OPENING PANEL 02 OPERATION DIMENSION 6" 1, 13'-6" 6" 1 11'-10 1 /2" 11'-10 1 /2" 6" 1, 13'-6" 6" CLEAR PANEL 01 OPENING CLEAR PANEL 02 OPENING 8'-0" 3" (LATCH CLEARANCE) 8'-0" (MAX. SPACING FOR POSTS) _ _ (MAX. SPACING FOR POSTS) 4"X4" HEAD POST % OPENING DIRECTION OPENING DIRECTION —4"X4" HEAD POST 4"X4" TAIL POST SURFACE MOUNTED / 4"X4" TAIL POST 'V' TRACK (BELOW) l ORNAMENTAL FENCE ORNAMENTAL FENCE TOP RAIL 4"X4" ORNAMENTAL FENCE POST @ GATE OPENING ONLY 1'-2 SLIDING ORNAMENTAL GATE SCALE: NTS ELEVATION GATE PANEL LOCKING LATCH 1 '-2" NOTE: SLIDING GATE TO PROVIDE FULL SCREENING. GATE TO BE OPAQUE. l'VIV Vf�LIL r/'9V IIVV (REF. CIVIL) ORNAMENTAL FENCE ORNAMENTAL FENCE TOP RAIL 4"X4" ORNAMENTAL FENCE POST @ GATE OPENING ONLY nr 1STAIRS AND RAILING DETAILS V `J ) SCALE: 1 /2" = 1'-0" r, I STAIRS AND RAILING DETAILS SCALE: 3/8" = 1'-0" SITE DETAILS U Z w y- Q O =3 01\ LL LL Q� �p O'\ � �oLo U a U) 0 c: a� � ) 00 o� cj)o si Q c o J WW LLI of LL �p TH 0 CH G LC y D 6014 D N A L ECG /23/2018 Q U Z Q J W J OW >a — 0 Iq H o Z co Z mUJILoU) JWW=) N OX~0�=�� r U W ��om M /^ W ZQ�� 1.� W J N J W I.L Er a O m�wQ _jco Q~ Z W W U U� m� J co) Q O � U Q DRAWN TMB CHECKED TMB DATE 10/23/2018 SCALE DRAWING 11 GRADING E DRAINAGE 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 LOPE HALL EXCEED 2:1 IN ANY CA SLOPES E. S 8. AN AS -BUILT DRAWING OF NEW UTILITY SERVICES AND STORM DRAIN LINES MUST BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT, STORM PIPE MATERIALS SHALL MEET ALBEMARLE COUNTY/VADOT STDS, 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS � CONDITIONS AS OUTLINED IN THE N.P.D.E.S. GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. II. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY MATTERS, LLC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER INLETS AND MANHOLES FOR REVIEW PRIOR TO ORDERING. 14. SLOPES 3:1 AND STEEPER SHALL BE TRACKED AND SEEDED WITH PERMANENT SEED IMMEDIATELY UPON INSTALLATION. GRADING INSET (I" =10') annom ■ ■� '. d ■E _ - -5'X5' AREA NOT TO EXCEED 2% N TW 73.17 IN ANY BW:72.67 DIRECTION TW:74.75 72.55 E BW:72.75 1 72.75 TW:73.25 1z■ 5'X5' AREA NOT BW:72.75 ■ TO EXCEED 2% 72.75 IN ANY DIRECTION 6.67% 72.65 � WALL TO HAVE---' Q A MAX. HEIGHT 5% 73.15 TC,73.05 OF 2' T �BC:72.55 SIDEWALKS SHALL WALL TO HAVE NOT EXCEED 5% A MAX. HEIGHT LONGITUDINAL SLOPE A A OF I' NOR 2% CROSS SLOPE 74.5 SEE CROSS SECTION q-q THIS SHEET TW=74.5 Ed BW:74.0 74.0 73• TC:73.0 N BC:72.5 5% T 5'X5' AREA NOT TW:75.35 TO EXCEED 2% 74.85 73.0 T672.95 IN ANY I K:72,45 E DIRECTION E MMEWMENEEW CROSS SECTION A -A. ANDRAIL AT TOP OF CAST IN PLACE WALL (RE:SITE DETAILS is WALL PLANS FOR HANDRAIL DETAILS) ,,MULCH CAST IN PLACE WALL S/W " RAISED SIDEWALK CAST IN PLACE WALL--. _ • 6' /-ASPHALT PARKING RETAINING WALL NOTE: �� __ -----__ 6-A--R � one fw. am call get your uhht Does .a*.d AND helps ,Most you Ind. I injury an, expense. Sala Digging is No Accident Alwaysw ISII Before You Dig _.wang�� ..�. Yon eaPllmn b, __- SHRUBS. EVERY DIGGING JOB REQUIRES A C SMALL PROJECTS LIKE PLANTING IF YOU HIT AN UNDERGROI LINE WHILE DIGGING, YOU CAN HAF OR THOSE AROUND YOU, DISRUPT ' _ AN ENTIRE NEIGHBORHOOD AND PT CONTRACTOR SHALL REFER TO THE REPORT OF SUBSURFACE \���\ 95�� �\� \� � \� � - � yam\ \\ \v y y y y y y RESPONSIBLE FOR FINES AND REP EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES, PREPARED BY , � ����, ��\\\\\� ��� � � �\\�\ \ y y y y \ \ SMART DIGGING MEANS CALLING a \\ � O0 -\ \� \\\ \ \\ \ \ \\ EACH JOB. WHETHER YOU ARE A HO PROFESSIONAL SERVICE INDUSTRIES, INC., PRIOR TO INITIATION OF ANY � � __ -_ \ \\\ \\ \ \ �\ � � ��\ ��- A PROFESSIONAL EXCAVATOR, ONE - - 'L� `� \ \ \\ \\ \ \ \� \� � ��\�\\�___� GETS YOUR UNDERGROUND UTILII EARTHWORK ACTIVITY. 4 �\ \\\\\\ \\\ \\\\ \ \\ \ \ \\ \ \ \\\\\ \ \ \ IV MARKED FOR FREE. ����z- z---:-:�_ _ '4 \ \\\\ \\ \\\\ \\\ \\\ \\\\\\\\\ \\\__\ --------------- ------------ � __ - __ _- --,, __ �%� - - ,_� ___ - - - ______�_"0000000000­­­­­ ­eeeeeeeeeeeea ���� _ �� �S ��\\��\ � _\ \\\� \� \\ ��\\vim\ ? \\��\\�� �v� �J c -� \ \\ \\ v -------- --- /_:�_ �_����_����_- ;;, - 35_:�-_�_�\\\�\��\�\_\\��\�\\�\\\_\_\ems\_\��\\ E\-- \�\\\�• � 5 ��\-\\\\\\\\�\\\�_ v v v v v v v v v Avon Holdings, LLC �� �� � 0� �\\\ \\\ \\\\ \\\ \\ \'� \� \\ \\\\\\- - \\\ \PID: 07700-00-00-011E0 �'`�����- \\� \ \\ ��\\ \\ \�� ��'\�\\�,�\�\��� ��� \ \\\ ���\ �_\�\� \� v v v v v I I .1, .1, �DB. 2872, PG. 510 �_��\\��\ ������445\�����\\�\\\\\\\\\\�\��_\\\�\\\\\\� \\\�\\\ \\\ \\ \�_\\_\\ \\_\\\�\\�\_���� \ Zone: PD-SC �� ��� ����\�� �� ��� 4S-����� ��\\\\\\�\\\�� \ �� ����\\\\\�\\\max\�� ��\�\i�� \� \ ter\ ����\��\ �� � .��\�6w W w W w W v v Use: Vacant �� �� - _� �:_��-_ -_- --� �_\ \\ , \\ \ \\\ \\\\ \\ \ \\ \\ \\ \\ \_ \_ _ \\ \\\\\ 14, ___ ��,� - �_� - - ­:�- - J \ �� -_ _ �� �� 0 �� \� \\ \\\�\\ \�\ \\ \ \�\ \\\�\ mow\\�.�\ \\ \\ \\�\ \\\ .(�\\� \mac\\ \\� �'' ��� ^ W %� W �� \�� \\ \ \\\\\ \\�' \\'`1c \\�Y \\�yr _ fib` \ \fib` \v�� \�' \ � \ \\`�\ \� \ _\ • _ ` �-, �� _z u / �, 0 0 0, - - __L_ I - -_ - -- --_-,k��, �-�-�-��-�,�- Z::�___ ��_� ��__��__Z��! \ 0a -\ \ \'� \ \�_\s\ \\\ ,\\ yam\ vk\\�Y !Y\ �� �� �� - �� - �� �� \ \ � \ / W \W\\\ \\ \\\ \\� \\\ �\ \\i \\\\\\\\\\\\\\\\\\� \\\����\ ��������� �������\ \\\ 1\� \ \\ "may\ \ I I I \ �/ \ \\ ��\\\ \\ \�\�\\\\\`\--_- \-��Z �-, ���\���\\�\\\\\\\ � \mac �� \ �` \ 1 1 1 I `, / I \y \ ��`���� \ �\ \ \ \ \\ \ \\\ \ \\\)1 II \ \ \ \\ I III / / - -\\�\��\\\�\����\��\\\\\\1�\\\\�\\`�\�\\ - -, \\\\�\\ \ I IIII 1 \�\ \\ \/ \\ \\ Lori D \ \ \� r- b \\ � \ \ \� \�i \\\ \y\ �\ \�\ \ \ \ \yl I I I I w y \ y\ \ /It \ y _ - \\ \ \ D : 0 7 7 C \ \\ \�\\\ \\\ \\\ \\ \\\ \\\ \,\ \ \ �\ \\ \ \� \ l I I I I \ \ \ \ I \\ \ \\ \ \\\\ \ \\\ \ l I I I \ \ /,� \\\\-DB. 14 I II I /� \� \\\"�\y\� \'�\ \\\�\� \\\�\\�\�\�`\\\y\\'1 ` �\�\��\\ 1\�� I I I I I I I I I I I � �\�\ \ /�� � ,\_, \\ Zo I I I � \ \\ \� \-- \,- �\\� \\\\ \\ \\\� \\�\\\\. \\�\\\� ) I I I I I I I I� I LEI I I III \� \\ \� \ �\ \�-- \\ \ \ u s e I I\ 1 \ �\ \� \\ �\\ \\\\\ \\\ �\ 1 I I I III I I I I I I I I I I \\ \\\ \\.,�\ �i� \\\\\ III/ \ �' _+ / 0 \\\\\\\\\\�\�\\�\\� ,' 1 ) I II � �1 I� Iw 1 \\\\\ \\ \\ \\ -- \ \\ ��I��I ,�� \\\�\�.�\\ \�\\�\ �1 I I ICI 4I II I I I I� I \�\�\ \ -1 \�_W �.'_ \� 1 \\ � / \-�-- , , P - W� 1 I I IIIIII I� I III IIIIII I III \\\� �\ \ \ �� I \ \ �� \ 1-1 \ 1 I I I I� �I I I I I I I� \\ \ \ \ \ \ \ \ \�- I II \ \ \ \��\\� � Il l I \\\\\ \�\\\� �,- \ \ \\\ \ I I I I V\ \ \ \ \�\ �����\`�� ��`�\\�\\\\��\\\��\\I�I\��� \ \\ \ \\ \ \ \, �I /� --� \\ � I I I I I I TREE PROTECTION TO ENSUR \ 0 \ 1�\�\\�\\�\\ � \\ \\ �� \�\\\��� �� �\ \\� \ \\ \ \ �Ihy ?\ - - - �\ \ \ I I I I THE 20' NO DISTURBANCE 20' No zone \ \\� \ � \ 1- �- � \ � �\������� �\ �� �\\_ \�` III_// \,_\-_ _ ='=\ \ I I I I I I I I BUFFER IS NOT DISTURBED (SEE P B. 4137,' PG. 332 � � \ \"� \\� \� \� \\ � \\� _ \�\ \�\�� \ �� \ II �, \ \ � , - _ \ \� \ ��� -� \ I I I I DETAILS) / / \ \\ \\\ �� � � \�\ \\\ -, \\\ \ \ \ \\� \ /C //% � � _ - - - \ \� I I I I I I I - � \ / / \\�� �� �\ �\ \N� \� \� \� \\� \ �\\\ \\ \ // - - \\ \\ I I I I ��M- �� 1 /�--��� i Rura gre A \ \ �AAAA�AAAAVAA`\VAAV`VAA\VAA\VAA \VAV`V VA\VA \ " -_ v�\�,- � n \ I III I I I I I \ \ \ 2' CONCRET --- - . \ \ EMERGENCY SP� AY \ � \\\�\\ \ \\ \ \ \\ \\ \�(\ _ III I III \ FLUME (SEE SITE \ C-D ( (SEE DETAIL) / \ \\ \\, \\\\ \\\\\ \\\\ \\\\ \\\ \ \\ \ \\ \\ \ _ - - _ � \\ \ f \ I I I I I I I DETAILS) \ 0 I I I \ \\\\ \\\\ \\\\ \\\\ \\\\ \\\\ \ \\ \ \\ \\ \\ \\ �( - osF o�- osf= - 7- 70.05 \\\\\\ \\\\\\\\\\ \\\\ \\\\ \\\\\ \\ \ % - _ \ \ � � � \� I I �s I o �s9 SF \\\\`\\\\\ \\\\`\\\\`\\\\` \\\\\ \\\ \\� / - _ \ \ \ \ \ \\ ` \ \ \ \ 8-1 0 III 11 413 n75 _ 1 2:1 a Ga osF V \\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ ��� \ \ \\ �\ A6 70b \ \ \ \\\\\ \\\ \/� \ \ \11.6� , 726 i 4j� Q �a\` �\\``� \\```\\`\\\\\\\ \\\\\ \\\\\ 1�II / I I I I I, X ( PROPOSED 9' SW DETENTION SYSTEM - (SEE DETAILS) ® cO vVA \VAA \\ VAA\ VAVA VAVAA \VAA �) I� - , I o \\\ \\\ \\\\ \\\\ \\\\ \\ \ �� _� -----� OUTFALL \ , FACILITY ACCESS \ 465 466 PROPOSED 15' \ \\ \ \\ \ \\ \\ \ � -_ -_1 PROTECTION I Tw17a5 \ B u i 1 d i � g Setback Line p i 1 FACILITY �'7 468 469 �I PRIVATE DRAINAGE ``\ \\\\\``\\\\ \\\\`\ \\ \\ _ - - � 1� 1 ? \ EASEMENT \\\ \\ \\ \ \\\ \\\\ � _ - \� DETAIL I I Bwl7a.o A \ 4j 472 _ 470 0 \ V \ \VA \ VA VA \ VA _ SEED r 73.25 \ _ �, A \VAA VAA\ VAA \ VAVA V) � - �� , � \ 2) ANTI -SEEP I \ \\ \\\ \\\\ \ � � - �� \ - \ I I \I \ ! ral TAPER CURB \ 727 n7 720 ±7 . ±692 COLLARS I \`\ \\ ` \\\\ \\\\` `\\\l - \ I I Tw 76.2�i \ \ I oo \\ VA \ \ VA I I BW174.o FROM 6" TO \ \ NEGa \ (MEGa (SEE DETAIL) I \ \\\ \ \\ \ \\\\ \ - _ \ I I I 4.4� ® 0' OVER 6' \ 473 2 1 \ I \� I I os�\ \ \\``\\\\`\`1�� - \\ \ I I \ - 4 �2 _ 3 ROPOSED SWM I \ \ \\\\\\\\ \ \�\ \ \ II I I I '� ' 73a5 7325 \ 2' CONCRET _ _ - - - - - FACILITY ACCESS I \ \ \\\ \\\\ \\ � \\ I I I J FLUME (SEE 2 I 2' 0 HDPE EASEMENT \\` \\\` \ �� � ,\ \ ETAINING WALL _ 470 I V A\\ �� -,\ \A v II i (I I/I)( 2.8% I i (SEE NOTE THIS SITE DETAILS) INV=467.0 �\ 732 PROVIDE CONC. I SHEET) �� 7a7 � _-�� 3 7z5 472. 471 I V ` v 9 \\\Av\ 4j 4 \ 70.7 \ -- A - \ 1 A A\ 6 y 1-1 \� \ i _ \� RELIEF SWALE I 7aa i.;5 _ -- 705 \ \ \ Q (SEE SITE \ _ �' 738 7sz - 725 \ I 70.95 ±TC1'M ` I I \ \ \\ DETAIL S) ' 1 \ \ 255 L.F. 12" 12" HDP I �C1A3 \ \ \ \ ' \ _ HDPE m1.0� I � MEG) \ � � I I - SLOPE 4741NV=468.34 12" HDP 73A 1707 \aiF�a / N/E \ \ II I I �I V,7&0 1 � - INV.--467.79 I \ \ 14 \ I l NSURE ADEQUATE Gregory Allen \ove I I I ROOF DRAI ¢� �, I P I D: 07700-00-00 01100 / IT 0 RO I I I I DOWNSPOUT \ / 4 � I DRAINAGE TO INLET / (I); MIN SLOPE) DB. 2798, PG. §43 / / HDPE I I I INV=472.25 v I- �- 1 TC173.0 I Zone: H C / I INV=469.65 I f BC1725 L `i Use: C o m m e r c i b 1 I 1.6� I I \ \ � 705 rcl±7os6 � � 8' 0 R00 1 7a.55 TAPER CURB FRO 1 745 • % I \ BC1±7036 _� / I I VEC TC174.9 G 6' TO 0" OVER 15' TC174A TCe73A I (MEGA X DRAIN I BC1739 BC1729 LEADER I I \ BC174.9 11 p 1\ / 74.38 TCi74.9 � � � `1 � 70.5 74.9 1 75.0 749 74.9 BC174.9 7175 \ INV.472.25 rwl7ai I I 749 I / 1 I 9W7525 75.0 74.95 74.95 v 3 �� 711 � / I 50' Ex. Shared Driveway Easement 1I I I I I I I�_-o R00 - 0 R00 TC1722 I I I (To be abandoned) + I II I II 79.o TAPER CURB FRM DRAIN LEADER DRAIN Ba722 I I PB. 3471 , Pc. 41 1 III�,�, � 6" TO O' OVER 15' \ ( I PB. 4137, Pc. 332 INV=472,5 LEADER HC STALL WALL TI WATER -PROOFING INV,-471.5 M2 TAPER CURB FROM HAVE MAX. 1 I % REQUIRED, RE ARCH. C A L � B E R RE: GRADIN EXCEED 02% 7255 \ 6' TO O" OVER 15' HEIGHT IOF 3' I I I IN ANY \ I I 1 INSET THIS - I I I I I I I 1 - 0 L- L- � S I O N SHEET DIRECTION 7, A \ \_%, I I I I I II I 1 A\ \\ PROTO 186 "v SIDEWALKS SHALL ; W\ q III I I I I 1 ONTRACT R T 18,635 S.F. NOT EXCEED 5� \ \ I �I I I I 0 0 ENSUR \ � I II I I POSITIVE DRAINAGE AWAY FEE ; 475.0 v `�", SLOPE LONGITUDINAL NOR 2L V I ,� j I 111 \ FROM BUILDING (TYPJ I CROSS SLOPE I 20' Utility& Drainage __ %�\ � f'� �5 Ease - PB. 3471, nt 411 TC17295 ICI I I �_- � % - -� - -- 5'X5' AREA NOT �17,� I r A - ' WATER -PROOFING / - - - TO EXCEED 2% IN 7"0 _ - REQUIRED, RE-: ARCH. \ � I `� ANY DIRECTION 7a,�, RIQC�t \ I 73 I �' � � � POB N 3,891,340.03 \ I 1 � 1b g 745 I �- -__� 79� - - ' 1 �- - v - _ 414 TG7305 472 E 11,485,707.76 -� - -. - - - - - - - 726 TILITY POLE SHALL BE / � 73.2 727 -� Af 471 LINE RELOCATED (RE: ROAD - -- 78.33 - - \ o _ AD 70AM5 PLANS BY OTHERS) AI SOM OOMY SAL OONSTRUCTION WIM FOR STORMWAM MMA6BuM PRANG, 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. IV N /E / IV + + + Willoughby Property Owner's Association, Inc. C/0 Real Property, Inc. `�' `�' `�' P I D: 076M2-01-00-000BO FEM + W W W DB. 3814, PG. 193 2\ ZQ W W W W Zone: PUD \\ 3� - \\ ` \ Al ���\ S,Use: Residential �\ ES _�\ \� \, ,_z\\\\. \\\\ C ���y ��/��� NOTE, __ 380 ����_ �- RFC - 3g0 �� � \�_��\\max\\ y - - T __ R1\ - _ _ - - - - - l726 TC173.15 B' _ - _ / -- --- -- \ RE OFF -SITE ROADWAY f �- - ` ��� i- _ _ -- --- - - - - - - - BC17265 -- - _-_ _ - - - - - __ -- _ -- - _- -_- - -- _ ----- ----- -- loos - - -- -- IMPROVEMENT PLANS FOR ! RE: OFF SITE ROAD \ SIDEWALK CURB N GUTTER DESIGN AV � STREET E ENSION S. � ) 742 IMPROVEMENT PLANS ahe N 3,8 T_ 25.38 // \ / (60 Felt Public Right�Of-Way)(DB. 429, PG. 219) / ` (BY OTHERS) \ / E 1 f485,572.24 / 1/ /\ /\ j i -- - - -- --- --- S D b SDb -_ - ---- sD6 SDb --_ - -- --�Db -- - - -- sob-- -sue - - b \ s b - --- sue- ---�-- -_ � EN,yr� - n . , F (�Ub57 n h.-.. - - -------- ---- 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 (±2) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. FILL PLACEMENT ON SLOPING GROUND SHOULD BE BENCHED INTO THE EXISTING SLOPE AND BEAR ON NATURAL MATERIALS. FOR PROPER SITE PREPARATION, THE EARTHWORK SHOULD BE PERFORMED UNDER THE OBSERVATION OF AND TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER OF RECORD OR HIS AUTHORIZED REPRESENTATIVE. 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 GSM a toI,N1 EI. lilil LEGEND 1W PROPOSED CONTOURS - - -1009- - - EXISTING CONTOURS T SPOT ELEVATION M,E,G. MATCH EXISTING GRADE PROPOSED STORM DRAIN ----.* DRAINAGE FLOW ARROW OUTFALL PROTECTION 0, (SEE STORM DETAILS) EXISTING TREE LINE 1�1 1�1 1�STEEP SLOPE -PRESERVED 1�1 1�1 (SOURCE, ALBEMARLE CO, GIS SHP FILE) J 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 *. TOPOGRAPHY i; SURVEY HAVE BEEN PROVIDED BY SURVEY MATTERS, LLC AND ARE REFERENCED WITHIN THIS PLAN SET. SEE PLAN SHEETS U2 is t* 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 1 463.79 1 460.50 (6) *REFERENCE POND SHEET FOR POND OCS DETAILS Storm Drain PIPE TABLE STORMDRAIN PIPE SIZE LENGTH SLOPE INV. IN INV. OUT 2 - 1 18' 27' 3.00% 465.81' 465,00' 4 - 3 18, 28' 1.00% 465.28' 465.00' 6 - 9 30' 5' 1.00% 460.55' 460.50' 7 - 6 24' IIO' I.00X 461J5' 460.65' 8 - 7 24' 69' 1.00% 462.54' 1 461,85' GOADING PLAN scALE r - 3o' REVISIONS I BY U Z w y � Z 6 SQ fc 0 G � ,;;� �� LL > 0 c Q _o � Q C) V - oU 6��N CJ (D Cf) \,0 () * 3: 00 N ri) UN - � O Z (b � Q �5) cD J W W W a LL EP TH �/ 4� CHG LC Z_ 0 D I. 6014 Q:� �4V SSZ 0 ol A % EN G /23/2018 Cr Q U Z \Q -1/ J Z W > a 00,it JINNNNNN� o WZ�Zm(9LO� J H W 0 accxao OX~� ()=~� V W H /� ~°COS_ M CZ cr ~ M � 2 J 04 m W W Q OMOCW _�H WIV_� Q~ZwW � V in o J � O QO > U DRAWN TMB CHECKED TMB DATE 10/23/2018 SCALE DRAWING FLOW SUMP DETAIL THIS SHEET) POND PLAN NOTE: PHASE I POND CONFIGURATION - 25-YR STORAGE EL.: 468.84 0 40 80 scALE r - 4o' 6'-0' 2'-0" 1 2'-0" 2'-0' 12" �1 tt4 REBAR AT 12" u4 REBAR AT 12" OC. OC. EACH WAY EACH WAY 1 PIPE F=20NT VIEW SECTION VIEW ANTI -SEEP COLLAR DESIGN N.T.S. 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, HYDROSEED 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 RE: GRADNG RAN FOR REINFORCEMENT EM52GEWY SPUWAY EMERGENCY LOCATION C011 I WAY 475 475 --........ - „ ., " " " ",y ,: : XISTI G 20' WIDTH DETENTION POND EMERGENCY GRADETOP OF BERM —,,,EMERGENCY SPILLWAY END VIEW POSED GRADE EL. 470.0 SPILLWAY 470 TOP OF RISE (�, 469.5) 470 N.T.S. L. 468.5 2`1 v 100-YR STORAGE EL.: 468.95 NSTALL CLAY CORE IN FILL v 10-YYR STORAGE EL.: 468.46_ 2:1 -SECTIONS OF CORE DIKE (RE: CLAY CORE DETAIL, SAME v I_YR STORAGE EL.; 467.04 SHEET) O.5 b _ . ATP OF CLAY TOP OF BERM 465 —♦ 465 (2) 18' INFLOW PIP , NOTE- ` ­STORM OUTLET RIP RAP j '\ aAY MATSUL TO BE USM FOR CORE MZT BE TYPE 'CL' OR W w PER DETAIL (TYP. RE = MAT921CLS, AS CLAS BY M LNFED SOL CI.ASSHCATM SYSTEM FLARED EN �� z GRADING PLAN) \� MATERWL OASSFCATION MJST BE DETERMI) BY, OR N TEE PRcSB LLI SECTION (SEE LOW FLO JCE OF, \ \ THE rD�ilENT TESTNG FRA U DETAIL) SUMP - - � — �` _ �GRADEG 5' • • • • • (SEE DETAIL — — — - 460 THIS SHEET) 460 (MIN.) �' �CLAY 'KEY' TO SE - PLACED IN EXISTING I 4 �1 GRADE SEE STORM DRAIN - PROFILES FOR DESIGN OF SITE STORM DRAIN TYPICAL CLAY CORE WITH CUTOFF TRENCH DETAIL N.T.S. 455 455 POND SECT ON 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 van scALE r - 4' 1 Hom scALE r - 4o' R z w U 5' TRASH RACK - PER VDOT DETAIL - INCLUDE - I ANTI -VORTEX VERTICAL PLATE WITHIN CENTER OF RACK TOP OF 5' x 5' SQUARE CONC. RISER, EL. = 468.50 4" WEIR, EL. = 467.25 4" ORIFICE, EL. = 467.25 =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 O 4° m \V \ COMPACTED SUBGRADE OR SECTION ELEVATION 5' SQUARE DETENTION POND OUTLET STRUCTURE DETAIL 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 POND OUTLET BARREL SHALL HAVE WATER TIGHT JOINTS IN ACCORDANCE WITH ASTM C 361 AND C443. FILL BOTTOM OF RISER (BELOW INVERTS) WITH NON -SHRINK GROUT STORM SEWERS SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED: • ALL STORM SEWER SHALL BE WATER TIGHT. • REINFORCED CONCRETE PIPE (RCP): ASTM C76 CLASS III MINIMUM AeZ"s toliNlEl". 4' v r- 5' 3" DIA. PVC 90° ELBOW INV.: EL = 465.0 Ll_EXTEND /i 90° ELBOW \ \ DOWNWARD 6" I I PROVIDE 6" MIN. 3' 1 I CLEARANCE FROM ANY SURFACE SECTION LOW FLOW ORIFICE PROTECTION DETAIL N.T.S. DRY POND SECTION SPEET REVISIONS I BY U z w y� Q L \ LL G L > 0 co cq 70 � co Cf) 00 cq o� z � Q o c WW W a LL gyp, TH CH A LE 'y 0 G C D 6014 N A L ENG /23/2018 Q U Z Q J LL —1 ZO W > a o WZcoZ m�Lo J H W a�xco OX~0co cr vJ J W�JN WWWCcW �0M m CC F c Wcc� a�?wW � U� mo J co co Q O > U Q DRAWN TMB CHECKED TMB DATE 10/23/2018 SCALE DRAWING 18 SCALE: N.T.S. GRADING E DRAINAGE 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. 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 E CONDITIONS AS OUTLINED IN THE N.P.D.E.S. GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY MATTERS, LLC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 13. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 14. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER INLETS AND MANHOLES FOR REVIEW PRIOR TO ORDERING. 15. SLOPES 3:1 AND STEEPER SHALL BE TRACKED AND SEEDED WITH PERMANENT SEED IMMEDIATELY UPON INSTALLATION. 475 470 465 460 455 m 475 470 465 460 455 C� J 27 L.F. OF 18" RCP ® 3.00% STORM DUAN LINE 3 480 N z0 00 ol0 0 v Lu o� z w 0 DI I Q I I GRAD I I EXISTING PROPOSED GRAD I I I I I OUTFALL PROTECTION SEE DETAIL (CLASS Al DRY RIPRAP) I I co IN 0 �o v Eo v Eo I� 0 z z z 28 L.F. OF 18" RCP ® 1.00% STORM DUAN LINE 2 475 470 465 460 455 TITIA 'ION 'AIL Al ?AP) m 475 470 465 460 455 e 475 470 465 460 455 450 NO r%i� riftiv 11 w COcf) ON J co Q CYi alb alb wig p, �I� �I� = �[ 0 z a 0 C wl ROPOSED GRADE i � EXISTING GRADE � I � � � I I I Iuu LLOUTFALL PROTECTION SEE DETAIL (CLASS I DRY RIPRAP �L Lc) L CI L ^ 'o 00� pv O o N_ �F— I NIA I � NIA �I 0 ZD Z00 Z z zz zz z 69 L.F. OF 110 L.F. OF 24" RCP ® 1.00% 24" RCP ® 1.00% STORM DUAN LINE 3 5 L.F. OF 30" RCP ® 1.00% 480 475 470 465 460 455 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. STOQM PQOFILES 450 0— 30— 60 HORIZONTAL SCALE 1" = 30' O 3 6 VERTICAL SCALE I" = 3' REVISIONS I BY U z w y� Q O LL L > 0 c Q 00, �00 co cq � D Cf) � 00 cq O� o SD z 0 Q CD J � WW W a LL gyp, TH CH A LE 'y O G C D 6014 N A L ENG /23/2018 Q U Z Q J W J ZO W } a o �Z�Z MLu J H W p a�xco o co vJ J W�JN .. WWW�0MCcW m � F— Lu qCC Q~ZwW � U� in J co 0 Q co > U Q DRAWN TMB CHECKED TMB DATE 10/23/2018 SCALE DRAWING 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS REVISIONS BY MH-1A THE NOTELETTERS V.D.O.T. ARE OPTIONAL, - ST-' PB' NO PROJECTION OF PIPE ABOVE GROUND LINE SWM-DR 1'-93'j' DIA IF USED THE LETTERS ARE TO BE ACCESS DOOR SHALL BE LOCATED DIRECTLY OVER STEPS WITHIN STRUCTURE CAST IN THE DEPRESSION IN TOP OF / \ ` 1%z" COVER AA 1" WIDE AND RASED a/" HIGH i #4, GRADE 60, REINFORCING ROD ENCASED IN TOP OF FILL -, TOP OF FILL TOP OF FILL �"'H111 4, T/" 4' AS SHOWN. /� ❑ ❑ ❑ NN . NO. 6 GALVANIZED STEEL STEP MATERIA_SIAPPROVED BY THEON RESISTANT ENGINEER.BER OR THER _ _ _ _ - ��� N (DIMENSION MAY VARY WITH MANUFACTURER'S - - - ----- - __ - - - n "' / ❑ ❑ ❑ ❑ O \\\t- DESIGN) _ _ GROUND LINE i - - --_ GROUND LINE i - -- ----- GROUND LINE z - A /{ q CORROSION RESISTANT - r r - -I -rrrrrrr - -:. rr - I- -- FINISHED \ A - - l- - - MACHINE MACHINE = DIMENSION MATERIAL DTI-�- rrrrrr rwr III 1TI- - - J - rrrrrr rrrrr it -�- - ��TI- rrrr rr' 'rrrrrrr �- 1- d \O -' 1= rrrr rrr rrr v, -' Ll irr =1 - EARTH ROCK OR -III rrr rEARTH 1 Np tgP N TT- rrr rr 7� T- rrr err 1 rr rif­-I '' S # 4 REINFORCING ROD • -I I rr d r I FTi rr d rrlk d I/" �°• D• O• T• �EPg p -I III I sH�IELOINc -I 6 h° _ k 'II E /s" \ ) TYPICAL SECTION _ II - _ BEDDING 1'-81 "DIA. LETTERING OPTIONAL \ ❑ / - J I� J MIN , _I III a v SECTION A -A Q ❑ ❑ ❑ ❑ ti MIN. v10 D v10 D MIN. 1/10 D _ - _ _ - �" NX // 4i MATERIAL MATERIAL x D X BEDDING X D X BEDDING rl. ♦ ❑ ❑ ❑ / C(E, 7° p•, � I/Z" FERMI OF H X D X qp 1 4" � Miy MN 8",MAx.24" FOUNDATION SOFT, YIELDING, OR leayk/ NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL APPROXIMATE WEIGHT - - - - _ - Oly 9t CAST IRON PIPE PROJECTION ABOVE GROUND LINE FRAME 174 ± 9 LBS. TOP TYP. I t I ±d R COVER 137 ± 7 LBS. MIN 7.5 x D MIN 1.5 D MIN. 1.5 x D MIN. 1.5 n D MIN. 1 5 D MIN t 5 D ^`II 1 1. /• NOTES: �� , TOP OF FILL I ,,, - N IST DIA STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 70P OF FILL -TOP OF FILL STEEL BM i r 2 N 14" .:• . '� . 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS - - -_ _ h - / N •. ql/„ _ -_- -_ _ _ TYP. 2" x %i' / x - ALL STEPS SHALL PROTRUDE 41/z" FROM INSIDE FACE OF i _ _ -_ _ - _ - = I/4 STEEL / X `0 STRUCTURE WALL. -- - - - __ _ - -_--_ I PLATE / \ ��� :•rrrrrr/. rrrrrrr ::::::•:. rrrrrr�l rrrrrrr :: = rrrrrrrr ;:;err rrrrrrrrrrrrrrr - • - _ / \ �� MAXIMUM STEP SPACING TO BE 16" C-C. - rrrrrrr rrrrrr { _ - - -- 4'-0" S0. 4'-0" SQ. rrrr rrrr ::•:•i:':: yr rrrrr : _ rrrrrrrrrrrr rrrrrirrrrrrrr - -_ rr - rrrr rrr :• r.vr , rrr rrrrrrr = B PLAN B - rr,::• :::x- STEPS SHALL WITHSTAND A MINIMUM FORCE OF RT. POUNDS WHEN - - r r - rr - r rrrrrrrrrrrrrrrr r- ry •}:•i}:•?:•} rr •: - - 5'-4" S . Q I 5'-4" SQ. - R / l 1 " G OUND - a EXTENDED 4 'FROM THE FACE OF THE SUPPORT. I I •GROUND O I 0° /a' R /1! d r ;LINE d '•r }: � �"� � �'• I = rrrrrrrr r d rrrrr/rrrr - GROVND I I I a/K 0 :. L NE " x 1 'SLOT _ - _ -LINE �4 /z STEPS ARE T VERTICALLY Y N AN NIF RM Y P S E S E TO E ALL ALIGNED D U 0 Q SPACED - : FOR THE ENTIRE DEPTH OF ANY STRUCTURE. _ _ - - _ - _ = I TYPICAL SECTION =I - ' - „ -_ - _ _ IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED _ • W/ DIA % AS ER (DIMENSIONS MAY VARY WITH III L a EARTH I. III - ROCK OR o =I j ^Cl I -- - -III I ADHESIVE BOLTS 11F MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS MIN. v10 D . D . BEDDING 1 U ° _ UNYIELDING _ _ _ � SEFLAT WASHERS AND 222,' DIA MANUFACTURER'S DESIGN) THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE MIN. 8", III III-hIL= BEDDING MIN. 1/10 D � BEDDING __ _ _ SELF LOCKING NUTS NTO HOLES /� / TYPICAL 8ALACES-EQUALLY �'", x 1/i' SLOT CONTRACTOR PROVIDED IFURN SHED THEARENIG ENGINEER WITH DETAILS AND MAGPR SO DERIAL IAL - �E SPACED ON AN "E" DIA. B.C. FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET MATERIAL X D X NG gRTH 20%i' DIA L /� 1 O CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS FOUNDATION SOFT, YIELDING, OR -I ] z RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL OF SUCH STEPS. A, HINGED. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT A HINGED, LOCKABLE ACCESS DOOR d` BEDDING MATERIAL IN ACCORDANCE WITH WITH A MINIMUM 2'x 2'CLEAR OPENING, ,.) 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. :t FOR GENERAL NOTES ON PIPE BEDDING, I• METAL (STEEL) ASTMI"UM B 21,ALLOYTEPS SHALL 6 05BSFPBRICATED IN ACCORDANCE WITH WITH SSECTBIONKFILL 302 OFMATERIALTHE IN ROAD RAND BRIDGE AND STORMNSTALATION SEWERS PIPE CULVERTS GENERAL NOTES HIGH DENSITY POLYETHYLENE PROVIDE 2 THICK / 1'-7%" DIA. .W Z. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE SPECIFICATIONS. ON SHEET 107.00. mi.. `J 5" 22" DIA 5" 1'-93'�' DIA 4i NO ZEP yp0 FILLED UNIFORMLYCOATED EPIGMENTEDITH A B OATNG CONFO CONFOSOLVENT RMING TO FEDERAL°S FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL WITH, SEC TM REGULAR BIONK 302 OFFILL MA THE EE ROAD IAL IN ACCORDANCE BRIDGE M.5 ANTI-VORTEX PLATE (20' IN ACCORDANCE WITH SECTION 302 OF THE ROAD SPECIFICATIONS. CRUSHED GLASS CONFORMING TO THE TALL X 5'-4" LENGTH) z_ 2• SPECIFICATION TC-C-0049BA SIZE REQUIREMENTS FOR CRUSHER RUN M/y E� 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. THROUGH CENTER OF RACK ::.:: IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. I VDOT SPECIFICATION SPECIFICATION VDOT V DOT SPECIFICATION VDOT SPECIFICATION ft ROAD AND BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE REFERENCE STANDARD STEP X 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 SHEET 1 OF 1 REVISION DATE 224 REVISION DATEF-T SHEET 1 OF 1 SHEET 1 OF 4 REVISION DATE CIRC. PIPE BEDDING AND BACKFILL - METHOD A' 302 SHEET 5 OF 5 REVISION DATE FOR SWIM DRAINAGE STRUCTURES Q Q) 0 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 07772 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.06 106.09 107.01 114.08 S '� ` ^ 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS I.L � � Iq C CV 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS � T-.F- ES-2 B-1, B-2 T_MH_2 D VJ E- 7A PAY LINE h LENGTH OF PIPE C E WEEP HOLE (AS REO'D.) STEPS (AS REO'D.1 0 � O V PAY LINE WEEP HOLE (AS REO'D.) LOCATION OF HOLE TO VARY WITH RECOMMENDED MINIMUM DIA4ETER ' C Lo TYPE OF INLET CONSTRUCTED. HEIGHT CHART U HOLE MAY BE SHIFTED RIGHT, LEFT DIAMETER p I APPROX. 2%rt I \, C/� U II OR CENTERED. B PIPE SIZE 'H" DIMENSION CONNECTOR - SLOPE i �f } `' , (CONCRETE PIPE) I N ow MH-1 FRAME a - - \ SECTION 12" 4'-8" SIDE w �o �, AND COVER C THREADED LUG Jj u_z Ij - INTERLOCK SHALL BE PROVIDED BY _8 } � CI 151.4 11/4 ROD I > I 1 1 I w Etw 1" DIAMETER HOLES 3" OVAL SLOT wl - STEPS!CAS REQ'D.) 1 �� > x �JIJ9 OR OTHER VDOT APPROVED METH6DS. 18 5 21/Z 4 i FOR 4 STEEL DOWELS. ST'D. 01-2 6 1 COLLAR & 1 I I 21" 5'-S�i' 1 I C z� C � cn \0 1 CENTERS TO BE 180E APART. - ALTERNATE JOINT y I GRATE L 2/p" X 2/i' X /z" GALV. 44�� g�_g�� I - - _� SEE NOTE B. 1° DETAIL p m Lu 27" 6'-01/�' ' ALTERNATE CONNECTION -"Il�' � MEANS OF PROVIDING POSITIVE INTERLOCK ARE 70 �d 30" 6'-gy" xn 1 - J 33" 6'-9�'i' ` NOTCH, DOWELS, KEYS OR OTHER VDOT APPROVED I W x } D x x D x BE INCLUDED IN FLAT SLAB TOPS USED IN ~ v � - \ 2`2" •1 / 36" 7'-1" I TYPICAL CROSS-SECTION u - I i M. SPACER UNIT Q < O C SLOT LENGTH L" APPROVED METHOD OF INTERLOCK. I DIMENSIONS ❑ CONJUNCTION WITH CURB DROP INLETS. o- (AS REQUIRED) DOWEL THROAT SECTION TO 42 7'-7/ " VDOT TOE PLATE "o p I - ' REINFORCED B_1 6" x 6" - wss x ws.s WELDED LOCATION, SIZE AND SHARE L. 2'_O�� 2'-0" (1♦ C\I CHAMBER IF CAST NATERATELY qg g_2 SKIRT SECTION EDGE WIRE FABRIC OR EQUIVALENT AREA OF HOLE MAY VARY DEPENDING VJ STEPS VARIES 20'-0" MAX. MONOLITHIC 2" ON THE TYPE OF STRUCTURE. J �� (AS REQ'DJ r , C OR PROVIDE ALTERNATE INTERLOCK. 'vn ' PIPE SHEET THICKNESS 2• NOTES I DIAMETER STEEL ALUMINUM A B H E W C to � 1" TOL. MAX. V TOE* 1 " TOE. 2" TOL. a FOOTING I A 1. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 20° 12" .064" .060" 6.. 6" 21" 24 24 B / I / I SAS REO'D.) 1 , - 15" .064" .060" 7" 8•. 26" 36" 24" W PLAN 2. CONCRETE TO BE 4000 PSI MINIMUM. APPROX. 2' MAX• y'-p�� w 18" .064" .060" 8" 1 " 31" 36" 24" P A 21" .064" .060" 10" 12" 36" 42" 24" I_ 0 + 8" + 2X _ 5" 4'-0" 5" > x / 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM-615. W r I 24" .064" .075" 10" ,, ,, 41" 4g" 24" 4. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY 27"/30" .064" .075" 12" " 51" 60" 24" B"2 VARY WITH MANUFACTURER. PLAN FLAT SLAB TOP UNIT / 5" MIN. I \ 5" MIN. W 32" .064" .105" 14" 19" .' %%; 74" 36" DOGHOUSE WITH FOOTING ^' 5. FOR DETAILS OF FRAME AND GRATE SEE STANDARD DI-2A B. C. 42" .064" .105" 16" 22" 11" 69" 84" 36" I'.1JL * 6. VERTICAL REINFORCING BARS TO BE CONTINUOUS THROUGH JOINT. 48" .064" .105" 18.. 27" " 78" 90" 24" NOTES at 54" .064/.079" .105' 18" 30 " 14" 102" 36" 5" 4'-0" 5' -.I 4,-O„ _I5"I_ #"V-4" - S�RUCTION 7. STANDARD ST-1 STEPS NOT REQUIRED IN THIS TOP UNIT. 60" .064/.079 ,105"/.135" 1g" " " 87" 114" 36" SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, DIMENSIONS 2" 2'-0" 4" ' 3 H" (LIN. FT. FOR MANHOLES) DIMENSIONS. ETC. 7" 4" C-C JOINT L 2/z" x 2/2' x /�' GALV. 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. X Y SUGGESTED ABSOLUTE Mc sxlz I NOTES CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT GALV. to - t.' 2 L 2%p" x 21/z" z /�' GPLV. 2'-0" T-3" CONCRETE SHALL BE 4000 PSI. D NIM MU PIPE )MUM MI UM MINI M MAX. SIZE MAX * 2'-O" 1'-4" a 36" 4.' 6" 18" 21' NOTES: #4 s!71i4.7' -- #4 0 - - - - 1. TOE PLATE LE BE PUNCHED TO MATCH HOLES F SKIRT LIP. 4" GALVANIZED BOLDS TO BE "." a _ GAUP = :: ,--- „ „ 4. AS EMPROVED BY ARE REQUIRED ENGINEER. SHAKE FURNISH DRILLED. WITH UT 27" 8" C-C * C-c _ -1. O H FURNISHED. LENGTH OF TOE PLATE IS W 10" FOR 12" TO 3 "DIAMETER PIPE AND W 22" 48 5" 6" 2a#4w4 a F GUTTER io .:a + 60' S 8" 36" 42" 1 6 SPACER U ITS SHOWN HEREON ARE USTMEN RNGS . KNOWN AS I:. THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO EE GENERAL NOTES FOR ADDITIONAL INFORMATION ON10" C-C • . > 10" C-C = _ - n 2" - I ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4 TO A MAXIMUM OF 8 LARGER THAN 726" 8" 48" 54' MWEEP ANH HOLES STE I NEETC EMENDS, "H" (LIN. FT. FOR - VARV ^ - - - '; 2 SKIRT SECTION 12" 0 30" DIAMETER PIPE TO BE MADE NON P EC THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 7. WHEN SPACER UNITS ARE REQUIRED, "H" IS TO BEI���qqRR�� T E E 0 0 P TH8i"I r z a 84" 81, 8" 60„ 68.. I 3. SKIRT SECTION FOR 36" 70 54" DIAMETER PIPE MAY BE MARE FROM TWO SHEETS JOINED BY 9E" 8" 8" 66" 2" 2. ALL SPACER UNITS, FLAT SLAB TOPS, AND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER. !i ..,.+ I �.... �;, v = NDIMENSIONSH WN AR MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. �• - 1 = z INDICATES AREA _ - INDICATES AREA _ _ = I L L78 g4 ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS / RIVET NG OR BO TING ON CENTER NNE 60" MAY BE CONSTRUCTED IN 3 PIECES 5. SHOWN E 108„ .. . � - " . • _ e 8 OF AASHTO M199. B. SPACER UNIT IS TO BE DOWELED OR MORTARED TO BE POURED IN PACE N BE PCONCRETEOURED IN PEACE ....e' a 4. CONNECTOR SECTION, CORNER PLATE AND TOE PLATE TO BE SAME SHEET THICKNESS AS SKIRT. 6. "D" IS NOMINAL DIAMETER. 120" 10" 8' 96' TAPER UNIT OR FLAT SLAB TOP. _ I_ ________ 1 90" ` .... .:". .. r . TOE #4 R 6" C-C 5. END -SECTION AND FITTINGS ARE TO BE STEEL FOR USE WITH STEEL PIPE. 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, 126 701/ 96" 102" 3. CONCRETE SHALL BE 4000 PSI. y FOR #4 X 8" DOWELS - : 1;.'; .- ; );.:.: % PLATE 6. END -SECTION AND FITTINGS ARE TO BE ALUMINUM ALLOY FOR USE WITH ALUMINUM ALLOY PIPE. OR BONDING OF WATER IN THE STRUCTURE. CH A LE Z HOLES PROVIDED HOLES PROVIDED - THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING I44" 12" $" 108' 120" I FOR #4 X 8" DOWELS 4. FOR STEP DETAILS SEE STANDARD ST-1. O STANDARD RISER I 2 0 HOLES ON 12" CENTER -MAX. I TSHOWN IN Si'D. PC-1 OR PN APPROVED PLASTIC END -SECTION MAY BE USED. DINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS G C D UNIT 1 8 g g g" 8" 8" 7.EITHER THE STEEL OR ALLUMINUM 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. DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED MAY VAR7 WITH MANUFACTURER. V TO 4 0 MAXIMUM. 2'_p B. 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. OON NE PIPE EXITING STRUCTURE) TURE) PIPE ENTERING AND SECTION A -A ECTION B-B ALTERNATE SECTION B-B 6014 ,Z- (CO-6 CURB AND GUTTER) (FOR USE WITH CG-7 CURB AND GUTTER) SPECIFICATION 1 SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. �y REFERENCE `VAT REFERENCE FLARED END SECTION �VDOT �VD❑T STANDARD PRECAST BASE UNITS "REFERENCE" `VAT SREFERENCIE" 105 STANDARD PRECAST TOP UNITS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD PRECAST MANHOLE TOP UNITS F, cap 233 REVISION DATE SHEET 1 OF 1 1211 - 60" CORRUGATED PIPE CULVERTS REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE 105 SHEET 1 OF 1 REVISION DATE 105 S/0 `` 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 N A L /23/2018 103.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 102.0.3 103.11 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 RADII f B o z DETAIL 3 b B 60" 5" (AS REQUIRED) I LEGEND PAGE rIlIRO11 � 7z„ g„ 10'-6" FINISHED GRADE _ STEPS (AS IN REQUIRED) A- FLAT SLAB TOP WITH FRAME AND GRATE (T-DI-1) 103.04 A � A A \ m 96 8 SET IN LINE 12" TO 16" C-C. B -DROP INLET TOP UNIT (T-DI ^) 103.04 II en A A ELEVATION C- THROAT FACE BLOCK (T-DI-3,4) 2105. 103.06 8" 31-0" 8" I'-O" k I rn N 1 I 1 - CURB DROP INLET THROAT SECTION (T-DI-3,4) 103.05, 103.06 1 ; z I ■M W LIFT HOLES 1. E-SPACER UNIT (T-MH-2) 103.09 yl 4 - 5" F - FLAT SLAB TOP WITH HOLE (T-MH-2) 103.09 M i I M STEP OPTIONAL DEPENDING w� x i 1- MIN. G- DROP INLET TOP UNIT (T-DI-5) 103.07 z g ON STEP SPACING IN STRUCTURE xW ,I -DROP INLET TOP UNIT (T-DI-71 103.08 rn N z I J - FLAT SLAB TOP UNIT (T-MH-2) 103.09 cc 00 LLW K-MANHOLE FRAME AND COVER (T-MH-1) 106.02 THRU 106.06 o B B i 4'_0„ N N L- SPACER UNIT (T-MH-2) 103.09 < N r M- CONCENTRIC TAPER UNIT (T-MH-2) 103.09 / 1 L 1: N-ECCENTRIC TAPER UNIT (T-MH-2) 103.09 \•/ L 1 .cs o- RISER UNIT (R-1) 103.10 B 2" (MAX•) RISER P-FLAT SLAB REDUCER (R-2) 103.10 1 1 4 0- TAPER REDUCER (R-3) 103.10 Z k,41- �..'�:.; :.4 jb Z Z R - MONOLITHIC BASE UNIT - OVER 4' DIA. (8-1) 103.11 R-1 5 - DOGHOUSE BASE UNIT - OVER 4' DIA (B-2) 103.11 - EflT - FOOTING (8-2) 103.11 W I ' U-TEE SECTION BASE UNIT (B-3) 103.12 /A•� ~ il I a.l X 1- D _ x I _ ALTERNATE JOINT V DOG MONOLITHIC BASE UNIT -OVER 4' DIA (B-1) 03J1 1� J r - W- DOGHOUSE BASE UNIT - OVER 4' DIA. (8-2) 103.11 LTi (NOMINAL DIAMETER) DETAIL X - FOOTING (B-D 103.I1 `} GEOTEXTILE REINFORCING IN ALTERNATE JOINT DETAIL 103.03FABRIC ACCORDANCE d 30" O / Q GEOTEX...E FLAT SLAB WITH ASTM A615. O FABRIC - GEOTEXTILE • c, FABRIC SECTION A -A SECTION A -A SECTION A -A R-2 NOTES( s t D Z(0 Z m � 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, GENERAL NOTES PRECAST _ am vim♦ Lii H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. n- ■ W W 0 J Q � N MIN. 3S 4�_0" 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 d J Q y ■ OF AASHTO M199. � O /Y 1/ COMJ THE MANUFACTURER WILL HAVE THE OPTION OF SELECTING THE COMBINATION OF ADJACENT TO THE PAVEMENT TO DRAIN THE SUBBASE. PLACEMENT OF WEEP HOLES IN Li /� 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 / 1 L i QJ PLANS. TO THE SUBBASE, WEEP HOLES MAY ALSO DE REQUIRED IN OTHER STRUCTURES V r V M ULJ z5� WHEN CALLED FOR ON THE PLANS OR DIRECTED BY THE ENGINEER. T ❑ I/ 4. WHERE OPENINGS PftE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR O X � i i U ❑ 1. FOR MULTIPLE LINE INSTALLATIONS, 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 v Q Q OUTSIDE THE CHANNEL WIDTH (W). 1 t 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 X 12" PLASTIC HARDWARE CLOTH MBE MESH W Z 1-. �D� LIFT HOLES AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. AREOUTFALL PIPE TO THE TOP OF THE MASONARY STRUCTURE. PLAN "H" DIMENSIONS OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.TRU NUMBER 4 MESH L M 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO COR AN i) :.. w ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE. 11- li O �i OR ENEETAIL 2 IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE = 5, FOR STEP DETALS SEE STANDARD ST-1. SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. 1 , I WITH DETAIL 2 SHOWN ABOVE. j( I `�: �Q J PRECAST UNITS LOCATED ADJACENT TO CAST -IN -PLACE CONCRETE ITEMS, SUCH �/w/ W Z Q H T I: STEPS (AS REQUIRED) 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. IN THE EVENT THE INVERT OF THE OUTFALL PIPE 15 HIGHER THAN THE BOTTOM OF AS FLUMES, DITCHES, GUTTERS, AND SIDEWALKS SHALL BE CONNECTED TO THE //��� W 3. GE TEXTILE FABRIC TO BE INSTALLED UNDER CLASS Al ,I, AND II MATERIALS IN SET IN LINE 12" TO 16" C-C. ■ J N ACCORDANCE WITH THE SPECIFICATIONS. 7, I'D" IS NOMINAL DIAMETER. THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT ADJACENT UNIT BY MEANS OF NO. 4 SMOOTH STEEL DOWELS SPACED ON l+ CC MORTAR TO PREVENT STANDING OR BONDING OF WATER IN THE STRUCTURE. THIS APPROXIMATELY 12" CENTERS THROUGHOUT THE CONTACT LENGTH AND EXTENDING 12" DIA. PVC SLEEVE C CC G J V FABRIIGEOTTILE 4. S " DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. ' WILL APPLY TO ALL STRUCTURES MEETING THIS CONDITION AND IS NOT TO BE AT LEAST 4" INTO BOTH THE PRECAST UNIT TO RECEIVE THE FABRIC 8. WHEN USING FINISHED FLAT SLAB, HEIGHT OF STRUCTURE FROM THE SLAB UP CONFUSED WITH STANDARD IS-1 THE COST FOR INVERT SHAPING SHALL BE INCLUDED DOWELS, THEY SHALL NOT EXCEED 5/a" DIAMETER. DRAINS (TYP-2.) W a 0 O H • DIAMETER OF CIRCULAR CULVERT OR RISE/EIGHT FOR BOX, ELLIPTICAL OR ARCH TO THE FINISHED GRADE ELEVATION IS LIMITED TO A MAXIMUM OF 25'. CULVERT. X D I X I IN THE PRICE BID FOR THE STRUCTURE. PLAN J SECTION B-B X 1 1 I 9. TONGE AND GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE APPROVAL THE STANDARD SAFETY SLAB (SL-U IS TO BE USED ONLY WHEN SPECIFIED IN THE in W w O W ■ USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM WIDTH AND DEPTH OF THERE NGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, O-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. /� IIIII- MAXIMUM OUTLET OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. BUTYL UBBER. WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS REFER TO STANDARD SL-1 FOR SAFETY SLAB INFORMATION. I S4Er J i LL TYPE OF OUTLET PROTECTION MATERIAL VELOCITY MINIMUM "T" INCIDENTAL TO THE SHAPING IS To BE INCLUDED IN THE PRICE BID FOR THE I I - ` W V (FOR DESIGN STORM) (INCHES) TAPER STRUCTURE." CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. OUTLET PROTECTION MINUMUM LENGTH (L) REDUCER _ I -J � Z W � V ALL PRECAST STRUCTURES TO BE CONSTRUCTED WITH 4000 PSI MINIMUM CONCRETE. ... CLASS Al CLASS At DRY RIPRAP 8 fps 18 TYPE A INSTALLATION 3H COw Q STEPS IN ACCORDANCE WITH STANDARD IME ARE T F 4' PROVIDED IN ALL MANHOLES v, 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. )III_ CLASS I CLASS E DRY RIPRAP 19 fps 36 I I I I = 30° V �/� SPECIFICATION XVDOT SPECIFICATION �VD❑T _ J CO SPECIFICATION `VDOT REFERENCE STANDARD PRECAST REDUCER AND RISER UNITS ROAD AND BRIDGE STANDARDS REFERENCE GENERAL NOTES - PRECAST ROAD AND BRIDGE STANDARDS 12" DIA, PVC PIPE SLEEVE DRAIN REFERENCE CULVERT OUTLET PROTECTION ` _ I O Q O ROAD AND BRIDGE STANDARDS 105 I 245 REVISION DATE SHEET 1 OF 1 REVISION DATE SHEET t OF t 302 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION in cc 303 REVISION DATE SHEET 1 OF 1 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.10 t03.02 7.-6, 414 113-.1 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS A/'�. m `"' 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS - _ \ Q DI-2A, 26, 2C EXISTING OR PROPOSED TABLE OF QUANTITIES DI-2A, 2B, 2C \ Q\ RIP RAP OUTLET: 113.01 DETAIL a W (FT) S(FT) T (FT), H (FT) TOTAL WIDTH* TOTAL LENGTH* MAT'L CLASS* SIDEWALK. SEE NOTE 15 GPLV. L21/Z'X2rz"XI/: aE EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT GALV. MC6X12 3'-2'� L REINFORCING STEEL 8" 2'-2" 8" TYPE CONCRETE BARS A BARS A-1 BARS B BARS 8-1 BARS C BARS E BARS F WEIGHT =II Q RE- OUTLET STRUCTURE ul DETAIL al 1.5 1.5 1.5 1.5 4.5 FT 4.5 FT CLASS Al DRY A BARS A-1 Q C BARS A-1 Cu. Yds. No. Lin. Ft. IE No. Lin. Ft. * No. Lin. Ft.* No. Lin. Ft" TIE No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft.* 11 �' 5" S _ 0 1a" C-C D _ D - _ 04 CNI PROTECTION DETAIL ' _ _ BARS B WELDED • DI-2A 1.71 4 3'-2" 5 3'-2" 4 3'-6" 2'-O" 1'-6" SS = III )- \ FOR RIP -RAP PAD STRUCTURE tt3 DETAIL ttl 1,5 1,5 1.5 1.5 4.5 FT 4,5 FT CLASS Al DRY a' ,.95 3'-2" 5 5'-O" 4 3'-6" 3 4'-3" to 4'-6" 5 2'-O" 3 2'-0" 3 1'-6" g4 d _ _ 1. Q 10" C-C JOINTS 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'-6" 119 I TYPICAL 8' 2.51 4 3'-2" 5 9'-0" 4 3'-6" 11 4'-3" to 4'-6" 5 2'-O" 3 6'-0" 3 1'-6" 154 t I I I STRUCTURE U9 DETAIL tt3 2.5 2.5 2.0 2.5 9.5 FT 7.5 FT CLASS I DRY o O FACE OF CURB I n BARS C ° DI-2B 3.05 4 3'-2" 5 3'-O" 4 3'-6" 15 W-3" to 4'-8" 5 2'-O" 3 8'-0" 3 T-6" 189 - N a OO ao C 8" C-C 9 Z' 12711 9 z • 12' 3.34 4 3'-2" 5 13'-O" 4 3'-6" 19 4'-3" to 4'-6" 5 2'-0" 3 10'-O" 3 1'-6" 224 • •. • • • • • • • •/=_I I I I = FLOW 74' 3.34 4 3'-2" 5 15'-0" 4 3'-6" 23 4'-3" to 4'-6" 5 2'-0" 3 12'-0" 3 i.- 259 = I I I I = I I I I - I I I I • • • • • • • • • BATS A 16' 3.61 4 3'-2" 5 17'-O" 4 3'_6" 27 4'-3" to 4'-6" 5 2'-0" 3 14'-O" 3 1'-6" 294 )III )III )III -)III = FLUME OUTLET DETAIL tt2 4.0 0 1.5 0.25 5.0 FT 5.0 FT CLASS Al DRY CRACK CONTROL JOINT a 101, C-C Lx-E 3.89 4 N-2" 5 19'-O" 4 3'-6" 31 4'-3" to 4'-6" 2'-0" 3 16'-0" 3 1'-6" 329 3'-0" 20' 4.17 4 3'-2" 5 21'-O" 4 3'-6" 35 4'-3" to 4'-6" 5 2'-O" 3 18'-0" 3 T-6" 364 u4 • 17 (TYP. ALL 3" CL'R ALL I _ - 2'-0" a' 2'-z" e" I�Q COLLAR WALLS) STEEL ' I I SECTION B-B 6' 2.24 4 3'-2" s 7'-O" 4 3'-6" 6 4'-3" to 4'-6" 5 2'-O" 6 2'-," s 1'-6. 11s i� _� CLASS I DRY *VALUE INDICATES MINIMUM REQUIRED 6' MIN. 3'-6" 6' MIN. 2'-7" 8' 2.55 4 3'-2" 5 9'-0" 4 3'-6" 10 4'-3" to 4'-6" 2'-O" 6 3'-l" g p_ 150 - 10'MAX. PLAN VIEW 10'MAX. V-4" 2'-O" N I 10, 2.82 4 " 5 11'-0" 4 14 4'-3" to 4'-6" 5 2'-0" 6 4'-l" g '- " 185 RIPRAP - (SEE *REFERENCE GRADED RIPRAP CHART THIS SHEET FOR MATERIAL CLASS REQUIREMENTS �A BARS A-1 L 21/2"X2r2"XI/, � DI-2C 12, 3.09 4 3'-2" 5 3'-°" 4 3'-6" 18 4'-3" to 4'-6" 5 2'-°" 6 5'-1" g „ 220 RIPRAP CHART L-VARIABLE-MAX. 20' G)V_V. SLOPE OF 14' 3.37 4 " 5 15'-0" 4 3'-6" 22 4'-3" to 4'-6" 5 2'-O" 6 6'-1" 6 1'- „ 255 8" 8" THIS SHEET) 2'-D" B" 2'-2" „ 8" 3'-0" = APPROACH 16' 3.65 4 5 17'-0" ; 3'_6' 26 4'-3" to 4'-6" 5 2'-O" 6 7'-1" 6 1'-6" 290 FLUME OUTLET 100 YEAR PEAK RUNOFF: BARS F = e SURFACE GALV.MC6%12 18' 3.93 4 3'-2" 5 9'-0" 4 " 30 4'-3" to 4'-6" 5 2'-0" 6 8'-1" 8 6" 325 SECTION A A N N _ 3' 2- 20' 4.20 4 3'-21' 5 21'-0" 4 3'-6" 34 4'-3" to 4'-6" 5 2'-0" 6 9'-1„ 6 1'-6.. 360 100 YEAR, 5 MINUTE INTENSITY, I = 8.7 IN./HR GALVANIZED MC 6 X 12 ",,2 w d BARS E SURFACE SECTION D-D NOTES AREA = 0.66 ACRE L 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. S. ALL REINFORCING STEEL SHALL HAVE A 21. MINIMUM HEIGHT =PIPE DIA+2'-6" WHEN PIPES DRAWN B 6" C-C WELD 1'-9' MINIMUM COVER OF 2". ARE LOCATED UNDER EXTENDED SLOT OF INLET. I BEFORE I��I 2. THE "H" DIMENSION SHOWN ON THE STANDARDS ENERGY DISSIPATOR DETAIL TMB C VALUE - 0.6 (LAWN) B BARS B GMV• AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING3" DIAMETER I� ° 6" C- " " GM WELD PLL FROM THE INVERT OF THE OUTFA_L PIPE TO THE ALL OPENINGS BY 2". IS REQUIRED ON ALL DI-2 GRATES. LOCATION OF WEEP SEE NODE 8---" MC6X12 I/Z� X 4" TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. QI 0 PEAK - 8.7 X 0.66 X 0.6 = 3.45 CFSSTDO SHEAR ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 CHECKED CONNECTOR AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE (N.T.S.) SECTION C-C BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. TMB �` TO COLLAR. MIN RASED 10 YEAR VELOCITY SHOWN IN BENTLEY FLOWMASTER CALCULATIONS BELOW (6.09 FPS)' pDECREASE TO 1" WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE TTERING 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 DI-2A DI-2B WITH MEDIANS. IS-1. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS DATE 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 BARS A-1 APPROACH GUTTER DETAIL A GRADED RIPRAP -WEIGHT ANALYSIS Ioi23i2o1e Fnaion Memos Mannin Formwa �"� �� n 7" IN THE EVENT THE INVERT OF THE OUTFA"L PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH g - T, 4. IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE Some For Normal Depth I I b I s THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI-MB. 2'-6" SCALE I- J I 5 WITH CEMENT MORTAR 7H PREVENT STANDING OR SEE MAT'L CLASS WEIGHT RANGE STONE MIXTURE p = I I i ZN 1 i BONDING OF WATER IN THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE I DETAIL A Input Data I-- - WEEPHOLE I/ L 21/ "X21/ "Xt/4" OF FURNISHING AND PLACING IS MATERIALS THE EXPANSION JOINTS WILL APPLY ONLY TO V I .FLOW = b BARS A-1 r SEE NOTE 8 BENT MATES .L GA_ ANIZ INCIDENTAL TO THE SHARING IS TO BE INCLUDED CURB AND GUTTER. FF Rougnness ccenicient o.o1z I I d F a _ - SLOPE OF IN THE BID PRICE FOR THE STRUCTURE. CLASS Al DRY 25-75 LBS MAX 10� 75 LBS _I I ❑ 1 QARQ, �_C - APPROACH 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH _I % channel slope ooasoo fVft p 1 BARS - - SURFACE STEPS ARE TO BE PROVIDED WHEN H IS 4'-O" (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT �' Left Side Slope sa0 fVft(H V) e- z = BARS B e // OR GREATER. FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCTED TO FOR USE ON GRADES I SMEAR CONN. a 5 THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CUBIC ENOBTAIN R DE TAH"SITPDD ORRSUBTRACINLETS �F0.2g 50-150 LBS 60% ) 100 LBS Right Sitle Slope 800 fV(t (H V) =u N � 10" C-C �ARS ° < 1/�L 8" C-C ❑ WELDED TO ANGL CUBIC YARDS OF CONCRETE FOR EACH FOOT.Bonom witlm oa1 1t DI-2C i I ? v BARS F Ig IRON D 2' C-C6. * 4 X 8" SMOOTH DOWELS AT APPROXIMATELY SEE Diacharge a45 fP/s I WARPED To C-CABU TI BE PLACED IN AP AREAS ADJACENT 17. LENGTH IS ANGLE IRON AS SHOWN S. SHEET DETAIL A A MAXIMUM 10� OF THE STONE IN THE MIXTURETYPE A SURFACE TYPE B 7. 70 ABUTTING CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16" AT 4.10 LBS./FT" B Results -J m ., SETTLEMENT. ° - ,g. *DENOTES LENGTH OF ONE "' BAR. MAY WEIGH LESS THAN THE LOWER END OF THE RANGE. 1 SEEPNOTE 5 NOSE DETAILS 3" DIAMETER WEEP HOLE TO BE LOCATED TO 150 ± 7 LBS CAST IRON iN Normal Depth 0,57 ft F�OW I -FLOW " 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. Flowgrea os7 ft? I _ _ '-7" TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. OR12'.XGALVANZED STEEL RE12 PLASTIC HARDWARE CMINIMULOTH M4WIRE 5H 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT (SOURCE - VA ESC HANDBOOK SECTION 3.19) W.Utei Per -ter 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 Hya.aulic Radius a13 ft FOR USE IN SAGS SECTION A -A Of 68°30'AND IS TO BE ANCHORED WITH %s"%4" STUD CLOTH ANCHORED FIRMLY TO THE OUTSIDE Top W mm 4Z6 ft BOTH SIDES 70 BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1. SHEAR CONNECTORS WELDED TO BENT PLATE AT 2' C-C. OF THE STRUCTURE. Critical Depth 0,41 ft N,VDOT SPECIFICATION SPECIFICATION I N,VDOT Critical slope 000360 fV(t ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET REFERENCE REFERENCE STANDARD CURB DROP INLET ROAD AND BRIDGE STANDARDS Vemeiry sag Poe SHEET 1 OF 2 1 REVISION DATE 12" - 24" PIPE( MAXIMUM DEPTH (H) - 91 233 233 12" - 24" PIPE: MAXIMUM DEPTH (H)-9' REVISION DATE SHEET 2 OF 2 STO M DETAILS 20 velaciry Head ose ft VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION Specific Energy o64 k 104.03 104.04 Footle Numde, 294 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS Flow Type Supercritical County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) I. The followine items shall be shown on the Dlan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); Location and type of protective fencing; d' REVISIONS I BY ® Grade changes requiring tree wells or walls; ED Proposed trenching or tunneling beyond the limits of clearing. J' 2. Markines: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. /� 4. Equipment Operation and Stomee: 0 Y Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driphnes of trees / to be saved 5. Erosion and star adDetention Devices: 0 not adversely Such devices shall not versely affect trees to be saved. G. Fires: / /� A� `rye sL •y •y •y "r o ® Fpermitted 0^ Fires are not peitted within I00 feet of the dripline of trees to be saved. iO 7. Toxic Materials: / NE ` \ \ \......... CR a Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencine: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: \ ® When the ground level must be raised within the dripline of a are to be saved, a tree well shall be provided and a construction detail / \ submitted for approval. 10. Tree Wallis: \ J J \ ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenchine and Tunneline: / / \ _ _ J, J, J, J, J' J' J' J'\ ` •L — ® When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling / under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. J' J' J' J' J' J' J' J' J' J' J' `� J' J' J' ``,- ,✓ \ 12. Cleanup: ® Protective fencing shall be the last items removed daring the final cleanup. (V — 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. / CO NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION / Q --- REQUIREMENTS. J/ J' 4, (L U N OWNER F-At Dt�. , [.Lc. 8 Y ' 91/6 1Y A 4o4-i / rS '. DEv �fa✓4 � 10" Ceda 5" Cedar 12" Cedar TREE PROTECTIO FENCE (SEE DETAIL) ■------------------- GRASS- I I / 6 m�� / EXISTING WOODED AREA �" ) (MIXTURE OF DECIDUOUS E EVERGREEN) (DATE) 5/1/06 Page t of t ,4, 4, 4,/4, 4, 4, W W W V IV IV IV IV J/ J/ J' W W W W W IV J' IV 1�1 Nk NV NV NV NV NV IV IV IV yY Y Y Y Y Y Y IL 141, IL 141, J' IL / y 4, JW JJJ ' ' J' J' ' J' J/ J/ J/ J/ J/ J/ ' J' J' J' J' J' W y y J' J' J' J' W IV J' 4' Oak0 J W W W W y J W W W W W J \ W W W W J 8" Cedar 0" Oak 11, 4-- - - — / 10' Oak 5" Oak 8„ Oak W W W W _ ----------- __ y J. 15" 0 a k _ I / STEEP SLOPE - PRESERVED __I / 8" Oak OVERLAY (SOURCE: ALBEMARLE 12" edar COUNTY GIS SNP FILE 2 " Oak k I / / �10" Oak 7" Oak A / /I 8 Cedar 8 Oak J J J J J J J J J .1, J- J/ J/ J' J' J' J' J' J' .J/ � J• � I / TREE PROTECTION TO ENSURE 13 " Oak —(� �� J J J J J J J Z — — — — - THE 20' NO DISTURBANCE — — —" Le da r — — —1 E3-�- 6ak--x — — —y— y y - Z — J,— BUFFER IS NOT DISTURBED (SEE 20' No -Disturbance zone 11" Tree 28' ak — — — — DETAILS) PB. 3471, PG. 41 1 y y W J J J J J y J J J J J y PB. 4137, PG. 332 7" Oak 8" Tree x3 22" Oak 8" Cedar J J 1 1 1 1 1 =�W�= R Arpo v v v J v v v -_ Oak - Tree x2 8" Cedar _ e�Oak . - �T 1. =Ter . y. r. - ram. - �. 722, � � �! fi � ,��'���>r��.���� .'�. � I 1 / "9 Ili �1 I q rn � I v "MULCH \-MULCH 24 Oak Building Setback Lin.', • . .Gpzo V� . r/� ,;� J� 0 iQ , _I I,I MILLJulC r i �111� it %I % % 0" •. 18" Oak + CALIBER COLLISION PROTO 186 18,635 S.F. FIFE:475.0 20' Utility & Drainage Easement TB. SrF71—PG-41 7 _ T — — — — — — — — — — — — — — — — — GRASS 0-AAATI�l 1 IAA + + a + IMITS OF CLEARING AND GRADING I Alffillyl NSURE LANDSCAPING WITHIN ISLAND IS MAINTAINED TO HEIGHT BELOW AB 30" FOR VISIBILITY PURPOSES I 50' Ex. Shared Driveway Casement 4 (To be abandoned) PB. 3471, PG. 411 PB. 4137, PG. 332 PROPOSED 20' ACSA EASEMENT VI - AVON STREET EXTENSION (S.R. 742) RE: OFF SITE ROADIMPROVEMENT PANS (60 Feet Public Right —Of —Way) (DB. 429, P0. 219) (BY OTHERS) 6-7 nee 8" Oak 13" Oak SEED/STRAW NOTE: PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX, PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. WM II II 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 23. PLANT LIST QUANTITY SYMBOL CODE SCIENTIFIC NAME COMMON NAME SIZE REQUIREMENTS SPACING TREE CANOPY 7 PE PE ULMUS AMERICANA PRINCETON 3,5' MIN, CALIPER, 35' 7X397 = 2,779 SF. 'PRINCETON' AMERICAN ELM MIN. 12' HT O.C. 8 VVO WO QUERCUS WILLOW 2.5' MIN. CALIPER, AS 8X370 = 2,960 SF. PHELLOS OAK MIN, 12' HT SHOWN w 3 EO EO QUERCUS ROBUR COLUMNAR ENGLISH 2.5' MIN, CALIPER, AS 3X14 = 42 SF. 'FASTIGIATA' OAK MIN, 10' HT SHOWN 2 2 CE3C 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 0 NPH ILEX CORNUTA NEEDLEPOINT MIN. 18" HT., FULL 3'5 NA 'NEEDLEPOINT' HOLLY O.C. U) 19 O AB ABELIA GRANDIFLORA 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 REGUM 3.5" CAL. SHADE TREES 35' O.C. PROVIDED: 7 SHADE TREES SPACED 35' O.C. LWERSTORY FLOWERING ORNAMENTAL TREES PEOURM' FLOWERING ORNAMENTAL TREES INTERSPERSED AMONG THE STREET TREES PROVIDED- 6 FLW. ORNAMENTAL TREES PARKING AREA REQUIRED: 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 TREES AT ENDS OF PARKING ROWS REGUM I TREES LOCATED AT ENDS OF ROWS OF PARKING PROVIDED: II -G. DECID, TREES LOCATED AT ENDS OF PARKING ROWS LLpA��/NyDSCCA�APING OF PARKING AREAS R�1 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 REGUM' I TREE PER 10 SPACES DISTRIBUTED THROUGHOUT INTERIOR PARKING AREA E SHRUBS TO MINIMIZE PARKING AREA IMPACT ON ENTRANCE CORRIDOR STREETS. 81/10=8TREES PROVIDED: 12 INTERIOR PARKING LOT TREES PROVIDED 31 EVGR. SHRUBS TO MINIMIZE PARKING AREA IMPACT ON STREET, LANDSCAPE ALONG REAR (WEST) BLDG. ELEVATION REQUR®: LANDSCAPING TO RELIEVE BLANK WALL PROVIDED: 7 -G. GROWING EVGR. SCREENING TREES BUILDING LANDSCAPE (REQUIRED: TREES OR OTHER VEGETATION PLANTED TO SOFTEN APPEARANCE OF EXTERIOR WALLS PROVIDED: 7 -G. GROWING EVGR. SCREENING TREES ALONG WEST BLDG. ELEVATION SCREENING FROM ADJ, RURAL ZONNG WW PROPERTY LNG ) REQUIRED: EVERGREEN SCREENING TREES MIN, 4' TALL SHRUBS MIN. 18' TALL PROVIDED: 40 -G. GROWING EVGR. SCREENING TREES TREE CANOPY (REQURED: 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 (REQUIRED: SCREEN MECHANICAL EQUIP., REFUSE AREAS, ETC. PROVIDED: TRANSFORMER SCREENED WITH EVERGR. 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