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HomeMy WebLinkAboutSUB201700197 Plan - Approved Road Plan and Comps. 2019-05-20\'_-_8 BAEYERTON i�FTOPD DOFFLE] 4B 4543 PC IZONED.: R 0 (d 91 03100-00-00-020BO EAS FORD ROAD )RIAN E. POLS 1685 PC 486 ZWED: RA ri_-PARCEL OVERVIEW \Q0JO SCALE. 1"= 105' A TMP 03100-00-00-021FO Earlysville Volunteer Fire Co. DB 1666-71 Zoned: LI TMP 03100-00-00-021A1 4F, LLC DB 2037-437 if rd: Ll rif Tf Tjf-�rrT It U� 04?1 - WAREHOUSE BUILDING --------- --------- - - ---- ------------- D ILLE --LANE 40' PUBLIC R/W TMP 0131 LLC t DB 1804 PC 200 ZONED: RA L-11 SHOP & GARAGE BUILDING PARKING AREA ENE RESIDUE OF TMP 03100-00-00-021AO 395 REAS FORD ROAD 4F, LLC DB 1804 PC 200 DB 379 PC 223 PLAT ZONED: LI THOMAS J. MANMM&.Q-R CATHERINE A- MAN CL D13 1864 PC 665 ZONED: RA W4 ROAD PLAN NOTES: 1. SDP200800061 dated May 5, 2009 approval to disturb the 30' buffer zone between the U zoning and the RA zoning for public road improvements as depicted on the final site plan. 2. The 40' Public R/W ishereby dedicated to Albemarle County for public use. 3. The proposed entrance to lot 2 will not be a permitted commercial entrance until a site plan is approved. M 10 V TMP 03100-00-00-021DO 4F, LLC DB 1804-200 Zoned: RA TMP 03100-00-00-021DO 4F, LLC DB 1804 PC 200 ZONED: RA / P 03 100-00-00-021CO 4F, LLC DB 1804 PC 200 ZONED: kA loo, 200' 300' 1,71 \—pal kAft a SUB 201700197 P�\k% I A ROAD PLAN FOR DRILLERS LANE�\��g " �� TAX MAP 31, PARCEL 21A �,o���a�a RM nTSTRTCT. AT,RFNIARI,F COUNTY. VIRGINIA ^^a=..: � SITE DATA SITE PLAN NUMBER: SDP200500144, SDP200800061, SDP201500012, SDP201800076 SUBDIVISION NUMBER: SUB201700197, 201800040 WPO PLAN NUMBER: WP02006003, WP0201500083, WP0201800033 LEGAL REFERENCE TM 31 PARCEL 21 A PARCEL ADDRESS: 395 REAS FORD ROAD EARLYSVILLE, VA 22936 SOURCE OF TITLE: DB 1825 PACE 109 OWNER/APPLICANT: 4F, LLC 2885 EARLYSVILLE ROAD EARLYSVILLE, VA 22936 ZONING LI — LIGHT INDUSTRIAL AIA — AIRPORT IMPACT AREA MAGISTERIAL DISTRICT: RIO BUILDING SETBACKFORLI DISTRICT: PUBLIC RIGHT OF. WAY MINIMUM 10' PUBLIC RIGHT OF WAY MAXIMUM NONE SIDE — PER BUILDING CODE REAR — PER BUILDING CODE RA DISTRICT — 50' PARKING SETBACK FOR LI DISTRICT: PUBLIC RIGHT OF WAY MINIMUM 10' RA DISTRICT — 30 BUILDING SETBACK FOR RA DISTRICT: EXTERNAL PUBLIC RIGHT OF WAY — 75 INTERNAL PUBLIC RIGHT OF WAY— 25 SIDE — 25 REAR — 35 SOURCE OF BOUNDARY: PLAT RECORDED IN DB 379-223 SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA AERIAL SURY'EYS ON APRIL 10, 2007. FIELD RUN SURVEY BY MERIDIAN PLANNING GROUP, LLC. ON OCTOBER 25, 2017.' PUBLIC WATER, SUPPLY: THIS PARCEL IS LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. TRIP GENERATION. ESTIMATES CODE LAND USE AVG. WEEKDAY ADJ. STREET PEAKS SATURDAY SUNDAY TRIPS AM PM 110 Gen. Lt. Industrial 7.51/ACRE 7.96/ACRE 8.77/ACRE 8.73/ACRE 8.73/ACRE (X 3.12 ACRES) _W IRS GENERATED: —- 2143 24.84 27.36 27.24 13.79 SHEET INDEX RP-1.......... COVERSHEET RP-2 .......... ROAD PLAN AND PROFILE RP-3 ROAD PLAN AND PROFILE & DETAIL, S APPROVED ......... by the Aiberriark;': county RP-4 ......... STORMPROFILES RP-5 SUBDIVISION PLAT & DEMOLITION PLAN Community De eloor ient Department ova �oaa ......... RP-6 SIGHT DISTANCE PLAN AND PROFILES Date_ File Reis ......... RP-7 ........ LANDSCAPE PLAN AVERAGE DAILY TRAFFIC SITE ADT Between Loftlands and .leas Ford Rd is 1100 trips 0- Projected office space is 2200 SF Projected ADT is 22 trips. LEGEND r2V1 C1 N I TY MAP Pp POWER POLE SCC STORMWATRR CONVEYANCE CHANNEL Critical S16pes 'Q�Ujl SCALE: 1 2000' BUILDING & PARKING SETBACK SIGNATURE PANEL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 00 Z 0 Ln-r < < Z M Z y 71 Uj a 03: 00 00 00 cc Nt r, C'4 aC'J C-4 C.4' E :3 Z 0 Ce (on Ul Z E E 8 E E cc: E E C 'E -E 0 0 0a d= I 10; E--q Pei F4 C H > c) F_ C) q 0 (Y- CL Icn SHEET NO. RP�l SHEET 1 of 7 r 1 ' / ty / eat ign f New W-6 625 615 [At] 605 1�6Z41 595 • 585 0 580 w' 10 e New Yee /Spec --600- X 01TIce v1! 1 \ o t -- We � t ..... �► au;;dm9 t -� 1 A c!/ >c: q e _ w ��0 fy Q4C%4�v _. '' 0 0 hiM l i i t 11�1 it Q ogle �•t� h Prtva�e XlsX• � Sghatk 20 a C end ! o / Y ti It tl i g ew V e �ose'en� Ipork►n9 Leo gcuinog t '1, I �1 T ,,,,.r---�l ' `•.,Gi � ,1/ ` t,'.�-- l / CL Ptotc L — l �� 1 1 20 �X1eo � gpP�eoi ausem _ 4 New I PI STA=11+19.79 t'c 5tocm lnte'� ainag �_ r x \ _,_,, �t8 ' x~ � b N tso�y \.\ f 60,E Ddta Angle= 24'12'36' Radius= 2W.00 Length- 8451 Tangent. am l i 604 �115�• � :- � —cat ICI CU w � f r P'e�o�n t Ca 4— ...� ,�--..� l;.�- ..- • _ � New G ^-6_.- ,� --� =-.— .•- -� uses —' � CL t.Q�(��-f \ k ` • {{{ �,". fit �yt (� �l{ .r^'" ^"•• Neu" .,-v4r�i . ^"_� — ...,�"�, r '"' .�10 •�' ' ���V..i'+''.". O Y••' f, r _ ,_ �, / / . PI STA=12+70.15 TIRI E New 20 MPH --- Speed Limit Sign-- ©X'u vm;t ens G 6_ Delta Angle= 63 t vw Radom 150.00 Length= 16&58 Tar� a2.37 ".. ^., . -.-sH-f \ � J' l � l J. „ s�• y�fr�• y s V�j� •1iM.„j^4111 / / / / ' '.^ ' ."._ -'^ ..,-. _-". . r- '^`^ --^`..4 d "'-.. _ ee_ __. _ _" --_ _._.. _ `� KEY _ --- --- --- ....._ — _._.. t ' � � ► + { � 1 t I � I 1 `\ � Exis#ing Curd — �� t\ �\ t/ , 11 \ ` Proposed Curb i t \ 3 1 0 30 \ 6a \ 90 ~\ i t Existing Pipe SCALE: 1 i'=301 1 t ~ \ ` \ Proposed Pipe • ... • • • ' . ■�IOEM r� ■1�■■■�I■■�■fir■■ ' • • _- . r t . i a_ - - - • »t t�t - - : ==r • • •' • . , .... - 7ii •• - • - • t tt � . . � ■ �'!�■� ���■■�■■■■■�■■fir '�! 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' as a ,,� � ` `. \ � '• 1� 5�.,'k `\ \, . •, \ / __,• ____5 0 � t e n d d e 15 Nt1P-- ew t1 �� astitete�Q pvb���o gf" Qra�nage �\ / A• ?+� `�; -tees �� ,q - ;co ` eed ta- Za \ 4 5TA=21+23\59 ry 1 TempJaray-- ' / - T7•ufrS'aroun t --Access ment / 615 605 •!# 595 590 585 580 WR Do 130 0i 570 19 T Radice 2WOO Lmlgttl= \ 1'54J35 IL Tangmt- 81.42/ j \ __ _ o s $ Existing Culvert Calculation: SubBasin Data: 2,0 Drainage Area: 0.85 acre 0 e Runoff Coefficient: 0.50 Time of Concentration: 6.0 min KEY Rainfall Data: Existing Curb - - Return Period: 10 YEAR F\'-''' '-••• `"' M l / � / � / --• --. / Proposed Curb Rainfall Intensity: 6.60 in/hr f / �" 3/30' / f70' 90' Existing Pipe Computed Results: -- Peak Discharge (Qp) 2.81 cfs ,SCALE: / 11/=39 I'll Proposed Pipe C, ENiRINCE • UNRS OF FED. ' tVO7N OF ENTRN+CE EXISTING OR PROPOSEO WATSON JONT SRENALK OR SOkWALK SPACE All J EXPANSION JfiNf � t I �' $ � 1 A 'VC VOE E g91D L L O R ENT ANC£ GV > v� tt a ;p �• FLOE/ LINE u a EXPN*M �'�,� tLV,9Tf1 gg JOINT RSOLVI PIE= IY' EDGE OF PnvENENi Ll1ATS OF PEP. ACCESS RQUif �J ACCESS ROUTEt� b VNPAVED SPACE NON•IRAYERS tRB�AVED SPACE Y i ENTR.Y/CE L Ts'oF PED: ' " - Luurs ar PED. gy , CESS RQUTE IH �'T AV RS ACCESS AWFE PEDEST RIAN ACCESS TE DETAIL WI TH & PAVED SPACE tT WOUT UN H Mp1rKRJti' Ri .j_--AY IS RE D IF THE I - OF PEOES7RNN L.CCESS POUIE EXTEND OEYONO I+ --•--•-•I EXIS1YvG OR PROPOSED 1h ft •OF .•, , >, I,R PEOESrpm ACCESS ROUTES PROVIDE A CONP WUOVS •�' •�• UNQNSiRUC7E0. 3T LE. EaTN AND A�RESTSTNlT PATN CONMECPNO A L ACCESSOLE ELOAENr9 OF A At ITY TILAT CAN APPRO IEO, ENT D A7.0 USE DY PEDESTPoANS.IF ACCESS RCUIE AAJnCENT ro sACR of nmN,tnuPJUN 1AOTN swtaD eE a•. SECTION F-F HALF PLAN ` ' •' k IF pPpEDESTFKAN AdC�UCNESS ROUTES e4 BEWG I 1'.p^ 1 IS REOUF'ED WITH A IAAX Y6VECRSurvS.EDWp n 'f^^-•7If OPT •�• .f. A'FFN uSED IN CpNJUNC710N NiPI SWAM . j, • C. .•A•, PPRI� Po CC•3 OR CC•T, 7NE CL4tR Ff�LE ON INS K �,� Y ST ARD 4 10 DE ADJOSiEp i.0 MATCH THE ?' •' S'4dY '��.-.�-•-T Lw`w�`"�rADLE sLc�D conrlwxaTaN.s„'?o tov 4. 140RUAL GUTTER -_ at x ` SECTION E-E a` .o. n •• •a. •�'• x0%tO IO%GNANGE Y-;. ' 4u Y• y Y '_Y.Y..T'uY c 4 PI z 7 4 4 ,ASS A3 IM'S.! SONC. '• b" AGGR. DASE TYPE I SIRE 7+& • °• O' l y- . POYJf OF GRADE CHANGE • p' • °' . o. NAY, DLO E --r-iORCURDm4- ••C--UtiER OMY �+ %+r .i. •ri. .>, x x 12 %NAXYAW4 dtCREASE IN SLOPE AT METP{Wd IO' INTERVALS eUti CCtYCLFtliENTI'( " %x x 3 % MAXIMUM DECREASE CL SLOPE FOR FIRS! ' I YPL 10 10VA1 NrS SECTION D-D SECTION C-C R $ MAXIMUMMAXIMUMDECREASE FOR SVCCEEOinG YAUYVY 10' NTERS SPECIFICATION FEMEE STANDARD ENTRANCE GUTTER ROAD MU MCCECE 9 AWAROS REVISION DATE SHEET L OF I 0 ]T16 VAA TAT 02 LEIG DEPART f CF TRANEPCR KNi 203. 6FA7 CG•8 NOTES, L THIS ItEN VAYgBEECCPRECAST DR CAST IN PLACE, 2' LQO LF PRECAST, A3 E CAST N PLACE, 3. pCp�OF'Y7iNFilCt1' CUND 4 tXTT FNVRp' A R1045 CURB • OUTTfIt. CMBNA 4. FM Ili KIIH 5TARLfLEO OPEN•O11. DR/A1KE LAYER. THE NOT TOY OF TIE C1_ • TiFJI 5� NVCTED PIWILTLL TD 171E EIOPN Of !�COLPLSES #A TO liE , ' OF TfE PAYEY�ECNRT�. Tl� USE 6• AINO 1}ILEOOW D oN EERLA PGA• AF�IOFTAT�'A�N A�NpD H•*:.•I /"2' fl ON G8 5�� BI n£ SE: oNF • A , ♦ o PIV .,• _.'y'OUttE00R WY 9�£ COlSTRUCT D X-OP PARALLEL' TO TF£ SLQP£ OF �YYAAKT' B0EE OpflCR�tE WIRMISE OWH or PROVIDER A iPT19N OF Tl CONfPAf7TOR IIW#W DEPTH OF 7" IS WNFA4ER. w w • - .• w • w w ,'� yr w _ '• • • w w a • � ' JI II■■�"■r'.�. �:`���.. ' 'rimer■�■��9���■■�����I�■■r ! i■� ' ' ■�.■■.■■� ' ' ■ r •.■ • i , ; � - m� _! i ! 111 J 1 i r .'� ■1 ■■■■■ 1!�■■■■r�.•��■■��■■■■■■1■■■■■�■ ■■r�!■■■11■■■■■■■■■■■■■�■■■■1■■■■■■■1■, �■ ������■mod "--��■■■�i����ilid�����,■■�� ■ !# ` # # ii # ! 00 # Horz Scale=30 Vert scale=5 615 610 605 595 • a [-2.5' 12' 12' K r Y SLOPE- Or r ' - _-m'u•.'•�'."'""'°..enm'.nraa.....oro.,.r.,>r�x.�.'�cm!,.K.._.._ - ____ _ .''Yl: ? Zz`•t't�taT.�ii;;`rd`�' - - -- a.:'-•:: - �'=�. .n , it giti =:. .: =:'..>::,�;;.>=ca;�=r,,,;;'�'�_�1.�,r� �� y .ter►' �► .,rrl:••i. :.-:U.;TL>=,71-,iL ... - ., t•::t ' :lL_• u. 1..ur,u-luri,u-,l1�',u 11=� 1�1=�1={1=IC=11�If=11'�II�II�IL'�� �11�1,1=11'=11-11.NL=I1=11-11-i1=11=ii-11=.ii-•11=11.=.L"=11.=.11: Tt=11=11=.11=11=1(.-t1=11=.11-11=�l.Tll=fi=11-11-11 11=,11-11�1�,1-�1=11-1�1.-11 t + • VDOT 'BM-25 Primed Aggregate base materlial ompacted • 1 • / w w Typical Paving Section# +; to 13+65 • Sta. 18+81i Not To Scale •• W Lq 0• Zp Y 0F. F ! W Mill and Overlay 0 � F1.5' SM 9.5A SLOPE SLOPE r7f^'ll O �( � u-ur'HwE'•'•.IE-'.0 u LL llrll. 11. 11. JI It..11. IL ,_ I(=11�=11i-1,1'=11=11:=11=1i"=,Ir1'=11-1f~I1=II:-11�1,1=11�1,1=11�11=11�i1=11�11=11=11=•11=11.=.11�11.=i'�11-i1-11-11=11=11=11-11=11-,1,,1=11=11=1,;,.1.11.=11=11=11.-11,=11.�1f=1►=11-,1ri=ll.=ii=11 Exist.• ! ; • + Aggregate i1^'materlial ~' Compacted • • • • . w Typical Paving Section(From• 1 i i • � w Not To Scale n 0 Culvert Design Design Parameters Section Shape: Circular Material: Concrete Diameter: 15.00 in Manning's n: 0.0130 Number of Barrels: 1 Inlet Inlet Type: Beveled Ring, 45-Degree Bevels 1:1 Ke: 0.20 Inverts Inlet Invert Elevation: 596.780 ft Outlet Invert Elevation: 596.420 ft Length: 72.340 ft Slope: 0.50 % LD-229 Storm Drain Design From Point To Point Catch A (Ac) Runoff Coef. Inc CA Accurn CA TotTc (min) Total int (in/hr) Total Flow (cfs) Up Inv (ft) Down Inv(ft) Pipe Len (ft) Inv S(Y/o) Pipe Dia (in) Pipe Cap (cfs) Velocity (fps) Flow Travel Time (min) A-1 A-2 0.19 1 0.65 0.12 0.12 6.00 6.37 0.79 1 589.31 582.20 1 278.87 2.55 15.00 11.05 1.85 2.55 A-2 A-3 0.24 0.65 0.16 0.59 8.55 5,70 3,38 582.19 579.96 152.83 1.46 24.00 29.10 3.55 0.73 A-3 A-4 0.18 0.85 0.15 0.75 9.28 5.53 4.00 579.68 579.02 8,46 7.81 24.00 56.17 3.19 0.07 A-4 A-5 0.11 0.85 0.09 0.84 9.34 1 5.52 4.44 578,91 577.93 70.76 1.38 24.00 27.94 6.17 0.20 A-5 A-6 0.00 0.50 0>QQ 0.84 MAU 5.36 4.51 577.58 566.50 137.01 8.09 24.00 68.89 11.75 0.20 B-1 A-2 1 0.15 1 0.90 0.14 0.14 6.00 6.37 0.86 582.49 582.20 11 35 2.56 2A.00 33.54 0.94 0.27 C-1 A-2 1 0.21 0.85 0.18 0.18 6.00 6.37 1.14 582.72 582,22 27.31 1.83 15.00 8.81 2.22 0.24 2 1 0.14 0.80 0.11 0.16 5.31 6.60 0..33 579.93 579.50 40.19 1.07 15.00 7.62 3.86 0.18 3 2 O.Q6 0.80 0.05 0.05 5.00 6.70 0.29 580.30 580.03 26.93 1.00 15.00 7.05 1.67 0.31 Culvert Calculation Discharge: 2.8100 cfs Headwater Elevation: 597.77 ft Shoulder Elevation: 599.33 ft Freeboard: 1.S5 ft HW/D =1.01/1.25 = 0.81 Tailwater Elevation: 596.42 ft Downstream Velocity: 4.17 ft/s Downstream Flow Depth: 0.673 ft Flow Control Type: Outlet Control, Gradually Varied Flow LD-347 Hydraulic Grade Line Calculations Inlet Station Outlet Water Surf Elev (ft) Rise of Outflow Discharge of Outflow Pipe, Length of Outflow Pipe, Friction Slope of Outflow Pipe, Friction Loss Along Outflow Pipe, Hf (ft) Velocity of Flow in Outflow Pipe, Vo Total Head Loss for the Structure, Ht Final Head Loss at Junction, H Inlet Water Rim Elev (ft) A-1 583,06 15.00 0.79 278.87 0.27 0.76 2.83 0.02 0.79 583.85 594.39 A-2 580.70 24.00 3.38 152.83 0.36 0.56 3.89 0.22 0.78 581.47 587.96 A-3 580.36 24.00 4.00 8.46 0.25 0.03 4,07 0.25 0.28 580.64 590,04 A-4 580.28 24.00 4.43 70.76 0.05 0.04 1.92 0.06 0.09 580.37 589.12 A-5 566.86 24.00 4.51 137.01 7.95 11.05 11.75 2.33 13.37 580.23 584.12 B-1 583.06 24.00 0.86 11.35 0.03 0.00 1.21 0.00 0.01 583.06 588.08 C-1 583.06 15.00 1.14 27.31 0.28 0.09 3.14 0.03 0.12 583.18 587.78 2 579.79 1 15.00 1 0.83 40.19 1.02 0.43 3.86 1 0.12 1 0.55 580.34 583.61 3 580.35 1 15.00 1 0.29 26.93 0.28 0.09 2.15 1 0.01 1 0.10 580.45 583.80 585 l _. 575 570 •50 LD-204 Stormwater Inlet Computations Sag Inlets Only .F_ 1; L z Q Q. v O N ate•+ >= ai :1 Q3 Q W U E 4 •,1 2 �' X N L In C 41 C Y q � � ro � p c � aXi � io N � � � a -0 0 W ai _-00 f_• -a @ OJ (� E N U U h lD r� }' ++ L n L). v W tY] N L �. �. 'L] L A i% z U U Q W 6 :/i C � Cf t.J cr V V G eat w/ li. - . (D I'-• CA C} Q W C% V L @ d.. t./ U � � lei (ft) (ac) (in/hr) (cfs) (cfs) (cfs) (K/') ('/') ('/') (ft) (ft) (cfs) (cfs) (ft) (ft) (ft) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 A-1 DI-3B-6' 6.00 0.19 0.65 0.12 0.12 4.00 0.49 0.00 0,49 1 0.02 0,.01 0.02 0.10 1.83 0.20 1 1.00 0.49 0.00 - 0.50 - - A-2 DI-3C SAG-6 6.00 0.24 0.65 0.16 0.16 4.00 0.62 0.00 0.62 0.02 0.01 0.02 0.10 SAG 1.00 0.62 0.00 0.10 0.50 0.20 0 A-3 DI-3B4 4.00 0.18 0.85 0.15 0.15 4.00 0.61 0.00 0.61 0.02 0.01 0.02 0.10 1.99 0.21 0.98 0.60 0.01 - 0.50 - - A-4 DI-3A GRADE 2.50 0.11 0.85 0.09 0.09 4.00 0.37 0.00 0.37 0.02 0..01 0.02 0.10 1.67 1 0.20 0.86 0.33 0.05 - 0.50 - B-1 DI-3C SAG-6' 6.00 0.15 0.90 0.14 0,14 4.00 0.54 0.00 0.54 0.02 0.01 0.02 0.10 SAG 1.00 0.54 O.tMI 0.09 0.50 0.18 0 C-1 DI-3C SAG-6' 6.00 0.21 0.85 0.18 0.18 4.00 0.71 0,00 0.71 0.02 0>01 0.02 0.10 SAG 1.00 0.71 0.00 0.11 0.50 0.22 0 2 DI- IA GRADE 2.50 1 0.14 1 0.80 1 0.11 1 0.11 4.00 0.45 1 0.00 0.45 1 0.02 1 0.01 0.02 1 0.10 1.771 0.20 1 0.83- 3 IDI-3AGRADEJ 2.50 0.06 0.80 1 0.05 1 0.05 1 4.00 1 0.19 1 0.00 0.19 1 0.02 1 0.01 0.02 1 0.10 1 1.29 1 0.19 1 0, 0.191 0.00 - 0.50 - - �0 .3 0 ZW3 z w 00 00 co u3 2 O c N E CL O t-) O 0 E E W �A >•�'/ Ca U 'y 6 U 0 0 z l CIO SHEET NO. RP�3 SHEET 3 of 7 1 16 DA-CULVERT f A = 0.85 Acres Tc = 6.0 min } .--i \---- _ C 0.50Mark l i t\ �• �\. \ \ \\ I 60, No w-6 20 11 Uun 1 STORIVI SEWER DRAINAGE AREAS 0 I t i t o/ f %1 t 1 j 1 I j1I! 1 ' 1 W � KEY �N1 A Existing Curb _ - _.._ ._.. - _... _ L/ ,! �;' /''' •:f:,:,;>� �' : / / /1 Proposed Curb �` c, bus /!'r�l, jy`O�//i}.*x}• '. i+M M// /�%+.- / , y. '..ty t' Existing Pipe ,_..s S yC'� 4'�cQS ProposedPips \may% Ig .___- � CV l s 1 ` � . .. .. .'._. ` ..,, .}�`-, -,^ - ° '' `.T-' •�. (1 s tt y / `" .• Let }- i- i•.• m m m t _ \ \ \ `.. �' . `._ i (+ r , ♦ _, - '" m to w w 00 ° L ^..r! _ _ _. _.- . --- -- - -- \\ \ `\\ \\\\'~ ^`\ ` \lam ` ' ti \ \ �` \ ♦ ♦\\ \\ ♦t . _. _. _.._.._.._ . x OIL z / , Stain -""t , ``'\ \ `` .\ �`; , ♦ \♦ '-.`- CQ a r A= 0.06 Acres 6.� r' 4e I ' Tc - 5.0 min \ `� a v DA-B1 c DA-A4 \ \ C=0.80 I w A - 0.15 Acres A - 0.11 Acre ' Tc = 6.0 min - w l _ Tc _6.0 min p C- 0.90 1 e- 4.85 j \ L_ t---i P4 to A DA-A2 1 DA-A3 \\ �"'�' i , 1 �, 1;1 - s - - - - A -cat ,a rsa ' A - 0.18 Acres Acres \ - .min � �,,,,_��- ...1�--- Tc 60 � •\ r �� �\�. �' "- � � � v x C - 0.85 a >Tc = 6.0 min 1' DA-Al �� C - 0.65 ,,r,""" Dot-2 A - 0.19 Acres J10--► -`-'" - f -- - T _ r ! A=0.14 Acres _ �. `` Tc - 6.0 min.••.."�"...•►'v" _ ^-' - \ .l �\` �... / ��,,,,,, ,..,, _ Tc 5.0 min \ -� �� _ - - _ z C - 0.65 -" =�g= _„� _ - li _ -c C=0.80 s y \� .� ` ` t--> Lhit 150 DA-\.� r „w..+• sw A = 016,2Q, Acres -'r/ _ ... _. -- -_� "��' `�� i j 5Q' ,�\ Q 5Q' 1 QQ' .�--�,t RP-4 SCALE: 1" - 50' li ..�*� •""""" Te w6.0 min -' �� � _� _ ` '' _ ', ,r ` �bo�_ C0.85 �- -=`-m ' `\,� �� 1 % SC1jL 1',5 ' 595 • It 585 580 575 570 A-6 A-5 A-4 A-3 A-2 �C CD_ p CI � 4p N It M r* r' j t tt N h`:- CV C)i '- j C♦t tCJ d h (j t�'7� -a Ali 00 tXa Lo tl� . - j, ( (, , Yj�0�0 02 II f c�► It +- `ri r +--�av `- m'n 11 M z � , =2 11 N z It c`v i�1 +_' � N m 1! '- g z B a` + -a q[1 s ¢ ram:..._ ....E 1 11 cn w z 11 n it r 1 --- > II �-• it '-•' �' > 922z II n �� 1 it > Q t > > > > Exist Grade rune!= snEc�?? - . �-- i a 2y 5 " � � ..._,..._._ ..�...ti....7 -- --- ...� � _.._..� -.- -_•• -- -- --- ;-2 ^RCP 0 P �7.81% RCP 1.38% 8.A�i -29RC 70.76'-24" .-� '� -•-' --'' RCP �,,,,, �,,.. 565 0+00 2 STORM SEWER PROFILE A P-4 HORZ SCALE: 1"-20' VERT SCALE: 1"=5' ..M oa -j 5+50 6+00 STORM SEWER PROFILE A (CONTINUED) 0+50 1+00 A-1 to ono LO � In � 11 cno Mz Exist rode I I tj .1 2-5010 1+50 2+00 2+50 8-1 C-1 600 595 Yc"J. N cv,T,, 595 -11 e-- 00 co h + J + 1r~ Z3 Q f LI IL 11, cc f ii r'�it `� O n zzz ; © ar o 595 590 c(/> n Z z z z z 05 590 Exist Grade I 590 � I j ( I 585 I I 585 11.35'-24" CP @ 2•56% 27.3i--'#5°RCP 0 1.83% 585 6+50 584 580 0+00 0+50 3+00 ' 585 6:o 575 3+50 4+00 1 2 3 O d c � �,� n `Ln Cn, � `- - °`- � + ti •- ,a 19) N uaC) z00 II r7 it `" ui Finish Grade u �_ _ 3 -15 of HDPE C 1.00% 40.19-15 of HDPE0�.0.7%` A _ 26. New Stormwater E ist Grade "^ Conveyance Channel SCC-1 1+50 2+00 4+50 590 605 585 600 580 595 575 5+00 104 10� EX-2 EX-1 j n O�LO p�E� N z Exist Grade w 72.34'-15°RCP 0 0.5 �T 0+00 0+50 605 M 595 HORZ SCALE: 1"=20` 4 STORM SEWER PROFILE B HORZ SCALE: 1"=20' S STORM SEWER PROFILE C HORZ SCALE: 1"=20' S STORM SEWER PROFILE D HORZ SCALE: 1"=20' VERT SCALE: 1 "=5' P-4 VERT SCALE: 1 "=5' RP-4 VERT SCALE: 1 "=5' RP-4 VERT SCALE: 1 "=5' LO pa 00 Do _ z ,4-; 4j 0 E E ZIP*aI` E E U a o o o Ed O O U U v u C rHr i---� P-t E+-{ v � ~ w LU SHEET NO. RPM4 SHEET 4 of 7 ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION V.D.O.T•). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE: MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL• VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA11ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS General Construction Notes for Streets (This list is in addition to the General Construction Notes) 1. Construction inspection of all proposed roads within the development will be made by the County. 'The contractor must notify the Department of Community Development (296-5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfail easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CC-9(A, B or C). 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual, 10. Traffic control or other regulatory signs or barricades shall be installed by the developer when, In the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections, The video Inspection shall be conducted in TMP 030MOO-00-02800 4000 TWO STONE ROAD GORDON MORRIS & JEAN MORRIS, TRUSTEES DB 4386 PG 314 ZONED: RA 1 I I / / ( / <y O / i 4�a� 0 �Oc1v i q�n N i co / f 'j N:3939 23.14 .,, :11484 .01 `'' -•.� �' I IF 2.78' SE TMP 03100-00-00-010BO 6 3708 BREYERTON LANE C. TODD DOFFLEMYER DB 4543 PG 436 g ;.ZONED: RA ^_L�3 At IV N3N 53aW330.82 TMP 03100-00-00-020BO 425 REAS FORD ROAD ADRIAN E. POLS DB 1685 PG 486 ZONED: RA i5 0 SF WAREHOUSE BUILDING AREA A A PORTION OF PARCEL 21A HEREBY DEDICATED TO PUBLIC RIGHT-OF-WAY 1.467 ACRES 40, PUI3LIC R4 IS SHOP & GARAGE BUILDING PARKING AREA N4 y�sa, r� V,91 off' / TMP 03100-00-00-021DO 4F, LLC D131804-200 Zoned: RA`{>� 00� O RESIDUE OF TMP 03100-00-00-021AO 395 REAS FORD ROAD 4F, LLC DB 1804 PG 200 DB 379 PG 223 PLAT to ZONED: LI S S 39°p0'37� E LOT 1 1.393 ACRES OFFICE BUILDING iV7 839*00f37VE is S ` 199.54�`""."`.. LOT 2 New 49 Private 1.387 ACRES Access Easement ue 4 40°38'25Y W o° 8' PROPOSED � nl oA I m n z �.. .. .._. .___ZONED: LIIF - L ZONED: RA TM? 03100-00-00-021BO 4F, LLC DB 1804 PG 200 50'x40' TEMPORARY ZONED: RA TEMPORARY ACCESS EASEMENT TURNAROUND accordance with VDOT's video camera inspection procedure and with a VDOT or County TMP 03100-00-00-021KO inspector present. THOMAS J. MANCUSO OR / i\ rl SUBDIVISION PLAT CATHERINE A. MANCUSO RP-5 SCALE; 1" = 100' DB 1864 PG 665 i ZONED: RA i t ' TMP 03100-00-00-021DO 4F, LLC DB 1804 PG 200 ZONED: RA N:3938924.39 El 1484670.61 N 44,00,35, W 636.76 N:3938577.59 TMP 03100-00-00-021CO 4F, LLC DB 1804 PG 200 ZONED: RA ~GXtisk•• AgPt' ea A park�+ng � x►st it 1 Remo, 4) 'Be SON-cup.1A"e - t Pac mist !t so`w-Cat T 100' 200' z S 0000 a v� v M z 4 M M M d U © z y ca w v © z T 1 H �z cs CQ �0,a► � W of W u SHY `✓HER X__al h�•G4 a PA.d+ �W 1-ti-I I'A 0 00 o0 p r.- 4 © Cn `�' Z t N UU) 4-J C E ��, � c ' E EL v O U E 4 0 4 O UUc d C.> Sawcufi and remove Storm -�% �- =-- - / • t Pi STA=1i+'19.79 prtllers 1 width of existing pavement ~ �01� Delta Mgle- 2412`;W Radhusm 200.00 Length= 6# 51 Iangenip 4Z ,.- ( a -' �60'? S k Al l ' \ 2 DEMOLITION FLAN RP-5 SCALE: 1" = 30' �� Z(9`� " Pi STA=12+70.15 "� . -�'" "- i, �� - _"..- ' S t d 7 ' J Telco Delta Angle= 631,VW Ram+ 1%00 Length= 165M Tangent= 9Z37 awcu an remove 1' width of existing T'.Jurr "Access .-.•- `" - - - - .-- _ pavement 88 z 0 �w SHEET N0. 30' 0 \_30 0' 9o' RP SCALE, 1 "=30' - SHEET 5 of 7 Ira / _ - oe Sight �--. _-..- -- ----.- --- -- _._. _.... �- �--' -�` w--�-.�-�.--- �__...._...� - � -� � � ._ . _. �. � - i � _ � � � a ,..any �, .,- • �,.,.�...._.�..� i SIGHT DISTANCE DETAIL RP-6 SCALE: 1" = 30' 610 605 on x X -- Edge off Travelway y East Bound L�'�"` i 9 Dis anc = --.. Distance=14.V--I---._._ J 595 1 0+00 WEST BOUND LANE SIGHT DISTANCE PROFILE HORZ. SCALE: 1" = 20' VERT. SCALE: 1'=5' 610 605 •li 595 L l 0+00 EAST BOUND LANE SIGHT DISTANCE PROFILE HORZ. SCALE: 1" = 20 VERT. SCALE: 1'=5' Shoulder Where al 0+50 --60G-- - -- 1+00 1+50 Line of Sight 2+00 f�. 1� Ar %c7 Exist Grade 2+50 3+00 at0V — ,..-. — ._......_. _ ---- — __ _ — ._.., .._.. _.._ _ ---- ---- — --- -- -- — � - .—..._.... �. _ ._ � �. ^. .._._ .._.._...• .,._. �. _....._. _.._ ._ ..._. ._ Exist Grade in !i STORMWATER CONVEYANCE CHANNELS SCC W 0 STATION LINER 1 2 0.5 0+00 to 1+43 Concrete 2 2 0.5 0+00 to 0+59 Concrete EC-2 blanket/matting shall be Model S150 as manufactured by North American Green, or approved equal. L:D-2� l�c��dslde-Dit�.h �atcutatiQr►. Earf .avilie BaWsixteas mark PY,oteclr�e )rn3ng; t . ' . 'fe.' 12 L22 Axiit7kianal -fl ws : -Takal 2 -yew flow 5tapq :Alines n seieat it..tT3. t�=.Oa ii=..fk 15 1 fU. 410 Addifonak Toial DEP. Remarks. sTfl s A t)A i..ne Ace. ft-* Vol Y0 VA ;VE4 DEP Qp :PEP F(orus �GkY�ar.! oyr 0.34 .Q . S :86. te's Q.10-0 • 7.Q AG-15 43 Q.30 797 2.40 2:40 0,33.: r,Offete ��iv�2 9 t7� 59 ?D;56 17.�5 0.42 0:42 .Si B:5 2-..30 2.30 U 450 7 Q Q:0 ES Ik Qa 024 7.0:7. 2 . 2.9 .0.27 Concrete STORMWATER CONVEYANCE CHANNEL CALCULATIONS SCALE: NTS l . AA LO In r�i �G�Ns A 41 / \ Z N O ••� t7�Ci S ~/ a H m m � Z Q v O � Z Y LIJ i 605 .!! 595 610 595 �-�-+ .�� o Z aa, 02 o cu I� C,2 w ro >� 30' 60' 9011� '1 51 W O �zP4 P4 Z W �w 0-4 C z PA LIJr C] 0 •� ao C' oa r N 0-4 N 4f C CT Cn O 44 >` E 1` J a C� E E o N C-)U c`� C.) •y ? 0 J z o -o Z MC,4to d- A = 0.56 Acr •\ I li,'I .- -____ _ __ -'--11 1-co .r 4 E*t st" rye -/I 4a «,,, � 1J, .ytd�iv �t s ti •� 55.0 MIn/ 0. 75 '____- -, �� ��_"' ~^��_ _-----..... �� j1 43�'./i i \ , � ""''h*rr. �4,�..R ` \` . .i:?. � 1 `'\ _ '''"• � t"'�ry � ��-� A_ 1t -•- r,.- (r"^"t"'1, i ,& �i W i 0.68 Acre t' 4 DRAINAGE AREAS FOR STORM WATER CONVEYANCE CHANNELS cnni c. 777n • . \\ , � `,,,,, ^+•. \ 1 �� w �: mil_/' � y �w.i...i ` '`'• \ \ Q wn LLI -. • ~�'`. \` ��...'._"w•. �_1^: ~ } `' G ��`.' `` `� `'� \ \`'`l SHEET NO. RP�6 120 180 "=60' SHEET fi 0f 7 SCALE: 1 KA PRufJE_CAQoMfl A j'Lr AAA? RS EiEM¢VE6fi¢1SE" 11Awom DLY seRouT�; ax,cl�Qs'r�.a�n{ac�iE�: 13EfvyOt�F.TAyiS.IA,B.ELS,9ND,• u.. PIA$TICSiFE1jING dO;Nl7i"8#AytE . GNLeS;xsPa^.�l�i�Ei_{s�E NO.VJrl�PO..03'r4YRAP TRIINFC I�Fi�i:�:aRa�vr�,:ewra�v�Yarl.--•--•,� 'BR{:fablG'FtOPiS.:;E�Ma,�/>r BCiRIAP OR SMFtE 9f,S1$ET FROM 'TOP A>.Br11! [Ft�Ot{EAINER ��R�DfiE31�6©NtAlii�tt .M cuT e3f7c+ t soots R 1'1 SLOPE P.SIDE $flF �. aCARIFY:SIQES REFQREQ) A�lFIN6, - r�r�Rsol�i��us�as�aTe�LE-----! ' Bk�S�FiRMLY�tITi{10(21' .. ..:00�51�tQ1`:SHIFT 6, g6uc>np. EWEKi Ill PLANTIN¢f?rr W NATIVE sail INCORPOR9TE:SLp,W Pl M4F 60ANUI:% R FER?ti 1 ER PLANT LIST REQUIRED BY -COUNTY AIx _ zk 5 SYMBOL LABEL SCIEN11FIC NAME COMMON NAME QUANTITY CALIPER HEIGHT ROOT � � .3 ZS zelkoge serratgreens 'village Village Green Zelkova 7 „ 2 ��'O F= green' a4�`•� COMPACT EARTH QR quercus rubra Red Oak 2 2" 3" MULCH - SAUCER MIN. DEPTH04 r` 0 z 3-1 LT liriodendron tulipifera Tulip Poplar 2 2" FINISHED t GRADE U AR acer rubrum Scarlet Maple 2 2" 2 < m m Q PS pinus strobus White Pine 2 4' m 0 Q z: w z Ck w Y � " C9 W XC ressoc xcu aria P liF leyandi Leyland Cypress 15 5 �' in W10 v a 8" MINIMUM DEPTH -/ E-I OF M MREP - TAMP PREITO 9" MINIMUM PREVENT SETTLEMENT z 2 TREE PLANTING DETAIL rTSHRUB PLANTING- DETAIL Indicates areas with greater than 3:1 slope. These areas shall be landscaped ,a RP-7 SCALE: NTS RP-7 SCALE: NT5 with Japanese Yew (a low maintenance shrub) planted 3' on center. zrA �Cq02 a� E"O w Its 8 �•^�-i ^ a !illy,,, �M xexxxxxxx r I _ _It!lyyyyyy xxxx�xX%%sxx , V�—•1 y ! !iy! i*{ /h�oxaxxxxxxxxxx CL` z < �x,xXxx \} \ \�'\Qj�x%xx/; / ���`• +! y r !1 i'y !!!!!�t! ! �.''� /4j� +<�qR'/ / / / xxY '� r/ /r � j l � \ �\ \. \\�, \\ ,,,,�''•— _ T � \,/ / // � ////x%�►x r ��Qxx Ix/ ('�o� r/ � / y!t !!!! ! !! ! 1 j i ( I \ \ `� \ \ *. ``. -, --`. ,`_. _ .. ``• ..,. .•� / /' / , x r � � x x $ (,�F7 /' J / / iC�� /r 1 1 f ! i # i ! ! 1 ! ! .,,. "" t• ! t � � ••\ \ ~~~ `. ` `'^--, / I j x x x x wr d R x � t � � r + ! �,.. -•"' "-"i \ / I JX .x 'Y�G� / / / / /� / r� --' l�F7 L x / / /* NO 41 If - - _ , Pad 00 f J) J oo 00 \ ; Exist. Office Building __ _ to o 1 © -� ` LOT 2 ' ! tf 1 /`�I !n '8" - 20A Cut \ \.\ .r"'•• / - / (f `T4„G All Exist. Office 1 ' \ \ \ \ \ `� ♦ / ♦` U a a in Building 1 �1 ' \ Knox Bax shall be prayid8d.• \ \ \ \ \` r ♦` • ♦ ^ o ucauan to be CM-4Wed Exist. Asphalt I !1 t- r! \ E th Marehal's office Parking Area c; >4 I� � \ \\ \ `` -• ~ � \ r r \ • y tS ♦ r r i/ � %-._._ -..,. C.� i.) � New 1-Story WN* 1 r _'z I I C111n d `n \ Nest Retaking Wap \ 1 'I ZS-7 \ \ w/ttanenlq \ \ \ \ r; \♦ y \ \ IJ Max Height B.ti \ Later4' PVC \ \ \\ ° \ r. \ �♦ �� \ �' �, ----_ -- _ _--�-- _------------ MfWd1 4i U Exist. Pavement \ Drillers Lane (New P_orti - - - - _ - Remain - -----4p-' Pub- !ic f�Cyli - — — — — ------- -_— —--- --------._._—-------------.__....— _ AR-1 _-•- -- - --' .--_ -- -- - "_ -- - � � PS-1 \ , \ \` _ M RE 00 4 ,' ' SHEET NO. 1 LANDSCAPE PLAN 30' 0 30' 60' 90' RP-7 P-7 SCALE: 1 = 30 SCALE: 1 "=30' SHEET 7 of 7 1" COMPOST LAYER 9" �; (19"P�RF.4SRATED EOFjR�1GAi�D. #!�i$TI� P{PE GQA F1;USt`4lA9TH (YtU4Gf'� PIAM ROOTOAL. ON - I1NEXi AVAT120*01 TAfNPt 5011.