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HomeMy WebLinkAboutSDP201900012 Letter of Revision Letter of Revision 2 2020-06-03 County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 ____________________________________________________________________________ June 3, 2020 Mike Meyers 30 Scale 871 Justin Drive Palmyra, VA 22963 RE: LOR#2 for SDP201900012 Stonefield Block D2 Major Amendment Tax Map/Parcel Number 061W003002300 Dear Mr. Meyers, This letter approves your submitted Letter of Revision for the above referenced site plan. The Letter of Revision proposes the following changes as shown on the attached plan with the latest revision date of 06-02-20 and letter dated 05-08-20: 1. Shift retaining wall along front of building and Inglewood Drive approximately 8 feet to the east to be 3 feet from the back of the curb. 2. Lower height of proposed retaining wall from 6 feet maximum to 3.8 feet maximum. 3. Revise retaining wall to be in two sections. This is the second Letter of Revision for this site. Please be aware that only three Letter of Revision are permitted on any site plan. Any future changes to the plan after the third Letter of Revision are required to be submitted in the form of a new site plan amendment (along with the proper fee) that shows the proposed changes and all previously approved conditions that are to remain. Sincerely, Tori Kanellopoulos Senior Planner County of Albemarle Department of Community Development Phone: 434-296-5832 ext. 3270 30 Scale, LLC 871 Justin Drive, Palmyra, VA 22963 Ph. 434.242.2866 mike@30scale.com 1 | P a g e May 8, 2020 Ms. Tori Kanellopoulos Planner - Planning Services County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE: SDP201900012 – Letter of Revision #2 Dear Tori, Please find enclosed four copies of Letter of Revision #2 which contains Sheets 7, 8 and 9. Retaining Wall “G” that runs along the edge of the concrete sidewalk adjacent to the Inglewood Drive (east) side of the building has been shifted by approximately eight feet towards Inglewood Drive to a location that is 3’ offset from the back of curb. The move was coordinated in the field with Dominion Power to remove the wall from atop their existing underground facilities. As a result, the height of the retaining wall has been lowered from a 6’ maximum height to a 3.8’ maximum height. Also, the wall has been broken into two separate walls labeled “Retaining Wall 1” and “Retaining Wall 2”. No other changes have been made to the plans. We thank you for taking the time to review this Letter of Revision. Please feel free to call me any time at 434- 242-2866 if you have any questions or would like additional information. Sincerely, Michael Myers, P.E., CFM enclosures Cc: Mr. John Regan Mr. Randy Steck Mr. Tyler Gould 92.0'24.0'18.0'OFFICE(20,000 GSF)LOBBY(±6,000 GSF)MULTI-FAMILYLEVELS 2-6160 APARTMENT UNITS94.0'1617318978EX.FHTMP 61W-3-21ALINDA BLAKE GAYLE LLCD.B. 2813, PG 445D.B. 880, PG 595 PLATZONED C1USE: COMMERCIAL"WESTFIELD," SECTION 3D.B. 697, PG 425-426 PLATD.B. 703, PG 732 PLATD.B. 704, PG 517 PLATD.B. 712, PG 689 PLATZONED R10 AND R15USE: RESIDENTIALEX 15' POWER ESMTDB 4160 PG 19915' DRAINAGE ESMTDB 940 PG 212EX 23' INGRESS/EGRESSEASEMENT FOR FUTUREHOUSTON STREETEXTENSIONDB 4135 PG 249DB 4135 PG 215 PLATEX 23' INGRESS/EGRESS EASEMENTDB 4135 PG 249DB 4135 PG 215 PLATEX PUBLICDRAINAGE EASEMENTDB 4135 PG 249DB 4135 PG 215 PLAT20' DRAINAGE &UTILITY EASEMENTDB 704 PG 515, 517 (PLAT)EX 20' SEWER EASEMENTDB 4391 PG 331EX VEPCO ESMTDB 418 PG 578DB 986 PG 70EEN42°40'09"E 404.19'S54°38'42"E 209.19'L3S35°21'13"W 360.41'L4L5L6STRONG BLVDINGLEWOOD DRIVE(PRIVATE ROAD)HOUSTON STREET(PRIVATE ROAD)(PRIVATE ROAD)AQAUBC244243245245.224227.22168672416627.1240271112611011225.2251082410923245.1YD13109.1ABDRILL HOLEFOUNDSTOP ANDSTREET SIGNSTOP SIGNSTOP SIGNLOT D3TMP 61W-3-24MACFARLANE STONEFIELD, LLCZONED NMDDB 4165 PG 001DB 4135 PG 215 (PLAT)IRFIRFIRFIRF IRFCOMM.PULLBOXPOWERVAULTEAPVUPP DROP(PRIVATE)BOND STREETEX. ONE-WAYSIGNEX. STREET/STOP/DONOT ENTER SIGNMAALP STONEFIELD COMMONS LLCTMP 61W-3-19E2 (LOT E2)DB 4135 PG 215 (PLAT)DB 4499 PG 411ZONED NMD10' GRADINGEASEMENTDB 4135 PG 249DB 4135 PG 215 PLATTPARCEL 1TMP 61W-3-19AOCT STONEFIELD PROPERTY OWNER LLCDB 4857 PG 503ZONED NMDPARCEL 1TMP 61W-3-19AOCT STONEFIELD PROPERTYOWNER LLCDB 4857 PG 503ZONED NMDEX GASLINE EASEMENTDB 4186 PG 321GASVALVEPOWERVAULTSTOPSIGN23.123.2DRILL HOLESETDRAINAGEESMTDB 940 PG 212EX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 74331' FC TO FC12.5'12.5'22.0'24.0'EX. CONC. WALK EX. PARK(TO BEENLRAGED)EX. DRAINAGEEASEMENTDB 4716 PG 743STOP SIGNEX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 743MARKER POSTSAND PEDESTALS1S224.0'9.0'71.0'1T8.0'311714357.8'9.0'14.0'9.0'20.0'10.5'83.0'41A16.0'24.0'16.0'56.0'46.5'10.0'232A4A766AKOBER WAY(PRIVATE)28.5' TO PLPHASE TWOPHASE ONEPHASELINEEX.FHEX. ARVEX.CURBRAMP20.0'16.0'17.7'30.1'CASH ALLEY(PRIVATE)APPROX. 440' TO HYDRAULIC ROADINTERSECTIONEX. VAR WID ACSAWATER AND SANSEW ESMT.(DB 5281 PG 322)EX. 20' ACSAWATER ESMT(DB 5281 PG 322)EXT. CORRIDORTRASHROOM STAIR17.0'12.0'6" INTERIORWALL60.0'12" EXTERIORWALL (TYP)12" EXTERIORWALLUTILITYAREA5.0'518.0'66.0'9.0'9.0'24.0'5.0'18.0'24.0'8.0'18.0'18.0'9.0'9.0'180.0'18.0'12" EXTERIORWALL (TYP)24.0'12" INTERIORWALL9.0'16.7'4.8' CLEAR9.0'9.0'16.0'16.2'10.0'9.0'ADA PARKING SIGN (1)12.2'18.0'8.0'5.0'8.0'8.0'8.0'8.0'18.0'2.0'2.0'PARKING LEVEL 1(84 SPACES, INCLUDES 7 TANDEM SPACES)12.0'2.0'2.0'2.3'16.2'93.9'8.0'8.0'8.0'CONC. WHEELSTOP (TYP)(2) ADA PARKING SIGNSAND (1) VAN ADAPARKING SIGN63.5'EX. RETAININGWALLEX. STEPSEX. SHEDEX. SHEDEX. SHEDEX. SHED(TBR)EX. SHED25.0'TO PLENTRANCEEX. CONC. PADEX. BRICK SCREENWALLWATER/FIREEX. VAR WIDTH STORM DRAINAGE ESMT (DB 5281 PG 322)10.0'10.0'9.0'20.0'2. 2 'EX. 8' X 22' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 8' X 30' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'X18' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'X18' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)3.0'EX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 743EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)10.0'T3.9'7.5'PROP. 6'X6'CONCRETE PAD FORTRANSFORMER5.5'6.6'19.2'16.3'#2041*#2043*#2045*#2047*#2049*#2051*#2053*#2055*5.0'7.0'11.2'18.3'7.0'11.3'PROPOSED 8" DIPWATERMAIN "A"FHAPROP. 114-LF 8" PVCSANITARY SEWERVAR WIDTHCONCRETE WALKINTERPARCEL PEDESTRIANCONNECTION WITH BIKERAMP - PROVIDE HANDRAILBOTH SIDES - SEE DETAILSHEET 2017+06=16+79 KOBERWAY FROMSDP2014-0007012'X25'LOADINGSPACERET WALL "C"MAX HT. = 7'RETAINING WALL "A"MAX HT = 13' W/SAFETY RAILINGBLD ENTRANCE2' PARKINGOVERHANGEXISTINGUTILITIES TO BEADJUSTED TOMATCH FINALGRADE1+61.53=11.25° BEND5' MIN CONC. WALK6' CONC. WALK 12 ' R 30'R 200'R5' CONCRETE WALKCG-12BRAMP CG-12BC G - 1 2 A CG-12BCG-12B12'R 5'R200'R52'R4.5'R2'R4. 5 ' R4.5'R5'R5'R5'R 5 ' R 12'R3'R5'R3'R10'R120'R28'R3'R5'RRETAININGWALL "B"MAX HT = 5' W/SAFETY RAILING20'R ASPHALT PAVEMENTASPHALT LIGHT POLE (SEE SHEETS17,21 FOR DETAILS)6'X6' TREEGRATE12'WX22'LCONC. PADRETAINING WALL "1"MAX HT = 4.0'(364-LF)15'R40'R12'R2' PARKINGOVERHANG2' PARKINGOVERHANG2' PARKINGOVERHANG2' PARKINGOVERHANGDUMPSTER SCREEN WALL TOCONNECT TO BUILDING - SEEARCH PLANS.212'R200'R200'R200'R560-SFOUTDOORSITTINGAREABUILDINGENTRANCE5' CONC.WALKCG-12ABLD ENTRANCEBLD ENTRANCESTOP SIGNRAMP UP TOPARKING LEVEL 2EX. 10' PRIVATELANDSCAPE ESMT(DB 5281 PG 322)10.0'ELEVATORSCOLUMN LINES (TYP)FOR INFO ONLY.REFER TO ARCH PLANFOR ALL BUILDINGDIMENSIONSBUILDINGENTRANCEBUILDINGENTRANCEWALL-MOUNTED LIGHT(SEE SHEET 17 FOR DETAIL)PARKING LEVEL 1ENTRANCESEE DETAIL #1- SHEET 9SEE DETAIL #2- SHEET 9BUILDINGOVERHANG(TYP.)CONC. WHEEL STOPSEE DET. SHEET 19)(3) ADA PARKING SIGNS AND(1) VAN ADA PARKING SIGNBOLLARD LIGHT (TYP.)(SEE SHEET 17 FOR DETAIL)CONTRACTOR TO RE-STRIPE HATCHEDAREA AT EACH END OF INGLEWOODPARKING AS SHOWN******CG-12BBOLLARDS (3)(SEE SHEET 21 FOR DETAIL)BOLLARDS (4)(SEE SHEET 21 FORDETAIL)PROP. STOPSIGNSTOP SIGNRETAINING WALL "A"ACCESS PATHPROVIDE BRICK PAVERS IN MEDIAN(REFER TO DETAIL, SHEET 21)BLD OVERHANG (TYP.)PROP. HANDRAILS(TYP)PROP.HANDRAILS(TYP)RELOCATED KOBERWAY ACCESS EAEMENTDB 5281 PG 3228"-90° BEND4+69.34=6"X6" TEE, 2-6" GV,FHA, 6"X4" RED.8"-90° BENDBOLLARD LIGHT (TYP.)(SEE SHEET 17 FOR DETAIL)13'X20'CONC. PAD(GENERATOR)3 - 8'X8' CONC. PADS(TRANSFORMERS/SWITCH)3+34.70=8X6 TEE, 6" GV,FHA, 8X6 RED,6" GV6" DIP WATERMAIN "A"FDC 6" SAN LATERAL8" SAN LATERALCOCOCO6" WATERMAIN "B"6" PVC CONDENSER DRAIN12" PVC ROOF DRAINARVPROVIDE INSULATION FOR WATERMAIN "A"AT STM X-ING (SEE PROFILE)PROP TRENCH DRAIN(SEE SHEET 20 FOR DETAIL)CHEEK WALL MAX. HT = 16"WM VAULT(COMM)EX. 10' PRIVATELANDSCAPE ESMT(DB 5281 PG 322)10.0'5'R*SEE LETTERS OFPERMISSION FOROFFSITE TEMPORARYGRADING TO INSTALLRETAINING WALL "A"(2,714 SF)RETAINING WALL "2"MAX HT = 1.0'(118-LF)92.0'24.0'18.0'OFFICE(20,000 GSF)LOBBY(±6,000 GSF)MULTI-FAMILYLEVELS 2-6160 APARTMENT UNITS94.0'1617318978EX.FHTMP 61W-3-21ALINDA BLAKE GAYLE LLCD.B. 2813, PG 445D.B. 880, PG 595 PLATZONED C1USE: COMMERCIAL"WESTFIELD," SECTION 3D.B. 697, PG 425-426 PLATD.B. 703, PG 732 PLATD.B. 704, PG 517 PLATD.B. 712, PG 689 PLATZONED R10 AND R15USE: RESIDENTIALEX 15' POWER ESMTDB 4160 PG 19915' DRAINAGE ESMTDB 940 PG 212EX 23' INGRESS/EGRESSEASEMENT FOR FUTUREHOUSTON STREETEXTENSIONDB 4135 PG 249DB 4135 PG 215 PLATEX 23' INGRESS/EGRESS EASEMENTDB 4135 PG 249DB 4135 PG 215 PLATEX PUBLICDRAINAGE EASEMENTDB 4135 PG 249DB 4135 PG 215 PLAT20' DRAINAGE &UTILITY EASEMENTDB 704 PG 515, 517 (PLAT)EX 20' SEWER EASEMENTDB 4391 PG 331EX VEPCO ESMTDB 418 PG 578DB 986 PG 70EEN42°40'09"E 404.19'S54°38'42"E 209.19'L3S35°21'13"W 360.41'L4L5L6STRONG BLVDINGLEWOOD DRIVE(PRIVATE ROAD)HOUSTON STREET(PRIVATE ROAD)(PRIVATE ROAD)AQAUBC244243245245.224227.22168672416627.1240271112611011225.2251082410923245.1YD13109.1ABDRILL HOLEFOUNDSTOP ANDSTREET SIGNSTOP SIGNSTOP SIGNLOT D3TMP 61W-3-24MACFARLANE STONEFIELD, LLCZONED NMDDB 4165 PG 001DB 4135 PG 215 (PLAT)IRFIRFIRFIRF IRFCOMM.PULLBOXPOWERVAULTEAPVUPP DROP(PRIVATE)BOND STREETEX. ONE-WAYSIGNEX. STREET/STOP/DONOT ENTER SIGNMAALP STONEFIELD COMMONS LLCTMP 61W-3-19E2 (LOT E2)DB 4135 PG 215 (PLAT)DB 4499 PG 411ZONED NMD10' GRADINGEASEMENTDB 4135 PG 249DB 4135 PG 215 PLATTPARCEL 1TMP 61W-3-19AOCT STONEFIELD PROPERTY OWNER LLCDB 4857 PG 503ZONED NMDPARCEL 1TMP 61W-3-19AOCT STONEFIELD PROPERTYOWNER LLCDB 4857 PG 503ZONED NMDEX GASLINE EASEMENTDB 4186 PG 321GASVALVEPOWERVAULTSTOPSIGN23.123.2DRILL HOLESETDRAINAGEESMTDB 940 PG 212EX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 74331' FC TO FC12.5'12.5'22.0'24.0'EX. CONC. WALK EX. PARK(TO BEENLRAGED)EX. DRAINAGEEASEMENTDB 4716 PG 743STOP SIGNEX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 743MARKER POSTSAND PEDESTALS1S224.0'9.0'71.0'1T8.0'311714357.8'9.0'14.0'9.0'20.0'10.5'83.0'41A16.0'24.0'16.0'56.0'46.5'10.0'232A4A766AKOBER WAY(PRIVATE)28.5' TO PLPHASE TWOPHASE ONEPHASELINEEX.FHEX. ARVEX.CURBRAMP20.0'16.0'17.7'30.1'CASH ALLEY(PRIVATE)APPROX. 440' TO HYDRAULIC ROADINTERSECTIONEX. VAR WID ACSAWATER AND SANSEW ESMT.(DB 5281 PG 322)EX. 20' ACSAWATER ESMT(DB 5281 PG 322)EXT. CORRIDORTRASHROOM STAIR17.0'12.0'6" INTERIORWALL60.0'12" EXTERIORWALL (TYP)12" EXTERIORWALLUTILITYAREA5.0'518.0'66.0'9.0'9.0'24.0'5.0'18.0'24.0'8.0'18.0'18.0'9.0'9.0'180.0'18.0'12" EXTERIORWALL (TYP)24.0'12" INTERIORWALL9.0'16.7'4.8' CLEAR9.0'9.0'16.0'16.2'10.0'9.0'ADA PARKING SIGN (1)12.2'18.0'8.0'5.0'8.0'8.0'8.0'8.0'18.0'2.0'2.0'PARKING LEVEL 1(84 SPACES, INCLUDES 7 TANDEM SPACES)12.0'2.0'2.0'2.3'16.2'93.9'8.0'8.0'8.0'CONC. WHEELSTOP (TYP)(2) ADA PARKING SIGNSAND (1) VAN ADAPARKING SIGN63.5'EX. RETAININGWALLEX. STEPSEX. SHEDEX. SHEDEX. SHEDEX. SHED(TBR)EX. SHED25.0'TO PLENTRANCEEX. CONC. PADEX. BRICK SCREENWALLWATER/FIREEX. VAR WIDTH STORM DRAINAGE ESMT (DB 5281 PG 322)10.0'10.0'9.0'20.0'2. 2 'EX. 8' X 22' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 8' X 30' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'X18' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'X18' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)3.0'EX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 743EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)10.0'T3.9'7.5'PROP. 6'X6'CONCRETE PAD FORTRANSFORMER5.5'6.6'19.2'16.3'#2041*#2043*#2045*#2047*#2049*#2051*#2053*#2055*5.0'7.0'11.2'18.3'7.0'11.3'PROPOSED 8" DIPWATERMAIN "A"FHAPROP. 114-LF 8" PVCSANITARY SEWERVAR WIDTHCONCRETE WALKINTERPARCEL PEDESTRIANCONNECTION WITH BIKERAMP - PROVIDE HANDRAILBOTH SIDES - SEE DETAILSHEET 2017+06=16+79 KOBERWAY FROMSDP2014-0007012'X25'LOADINGSPACERET WALL "C"MAX HT. = 7'RETAINING WALL "A"MAX HT = 13' W/SAFETY RAILINGBLD ENTRANCE2' PARKINGOVERHANGEXISTINGUTILITIES TO BEADJUSTED TOMATCH FINALGRADE1+61.53=11.25° BEND5' MIN CONC. WALK6' CONC. WALK 12 ' R 30'R 200'R5' CONCRETE WALKCG-12BRAMP CG-12BC G - 1 2 A CG-12BCG-12B12'R 5'R200'R52'R4.5'R2'R4. 5 ' R4.5'R5'R5'R5'R 5 ' R 12'R3'R5'R3'R10'R120'R28'R3'R5'RRETAININGWALL "B"MAX HT = 5' W/SAFETY RAILING20'R ASPHALT PAVEMENTASPHALT LIGHT POLE (SEE SHEETS17,21 FOR DETAILS)6'X6' TREEGRATE12'WX22'LCONC. PADRETAINING WALL "1"MAX HT = 4.0'(364-LF)15'R40'R12'R2' PARKINGOVERHANG2' PARKINGOVERHANG2' PARKINGOVERHANG2' PARKINGOVERHANGDUMPSTER SCREEN WALL TOCONNECT TO BUILDING - SEEARCH PLANS.212'R200'R200'R200'R560-SFOUTDOORSITTINGAREABUILDINGENTRANCE5' CONC.WALKCG-12ABLD ENTRANCEBLD ENTRANCESTOP SIGNRAMP UP TOPARKING LEVEL 2EX. 10' PRIVATELANDSCAPE ESMT(DB 5281 PG 322)10.0'ELEVATORSCOLUMN LINES (TYP)FOR INFO ONLY.REFER TO ARCH PLANFOR ALL BUILDINGDIMENSIONSBUILDINGENTRANCEBUILDINGENTRANCEWALL-MOUNTED LIGHT(SEE SHEET 17 FOR DETAIL)PARKING LEVEL 1ENTRANCESEE DETAIL #1- SHEET 9SEE DETAIL #2- SHEET 9BUILDINGOVERHANG(TYP.)CONC. WHEEL STOPSEE DET. SHEET 19)(3) ADA PARKING SIGNS AND(1) VAN ADA PARKING SIGNBOLLARD LIGHT (TYP.)(SEE SHEET 17 FOR DETAIL)CONTRACTOR TO RE-STRIPE HATCHEDAREA AT EACH END OF INGLEWOODPARKING AS SHOWN******CG-12BBOLLARDS (3)(SEE SHEET 21 FOR DETAIL)BOLLARDS (4)(SEE SHEET 21 FORDETAIL)PROP. STOPSIGNSTOP SIGNRETAINING WALL "A"ACCESS PATHPROVIDE BRICK PAVERS IN MEDIAN(REFER TO DETAIL, SHEET 21)BLD OVERHANG (TYP.)PROP. HANDRAILS(TYP)PROP.HANDRAILS(TYP)RELOCATED KOBERWAY ACCESS EAEMENTDB 5281 PG 3228"-90° BEND4+69.34=6"X6" TEE, 2-6" GV,FHA, 6"X4" RED.8"-90° BENDBOLLARD LIGHT (TYP.)(SEE SHEET 17 FOR DETAIL)13'X20'CONC. PAD(GENERATOR)3 - 8'X8' CONC. PADS(TRANSFORMERS/SWITCH)3+34.70=8X6 TEE, 6" GV,FHA, 8X6 RED,6" GV6" DIP WATERMAIN "A"FDC 6" SAN LATERAL8" SAN LATERALCOCOCO6" WATERMAIN "B"6" PVC CONDENSER DRAIN12" PVC ROOF DRAINARVPROVIDE INSULATION FOR WATERMAIN "A"AT STM X-ING (SEE PROFILE)PROP TRENCH DRAIN(SEE SHEET 20 FOR DETAIL)CHEEK WALL MAX. HT = 16"WM VAULT(COMM)EX. 10' PRIVATELANDSCAPE ESMT(DB 5281 PG 322)10.0'5'R*SEE LETTERS OFPERMISSION FOROFFSITE TEMPORARYGRADING TO INSTALLRETAINING WALL "A"(2,714 SF)RETAINING WALL "2"MAX HT = 1.0'(118-LF)MAJOR SITE PLAN AMENDMENT TMP 61W-03-D2-22 ALBEMARLE COUNTY, VIRGINIAJACK JOUETT MAGISTERIAL DISTRICT owner:OPZ BERNSTEIN/CHRISTOPHER 2, LLCengineer:30 SCALE, LLC871 JUSTIN DRIVEPALMYRA, VA 22963p: 434.242.2866e: mike@30scale.comweb: www.30scale.com30 SCALE CHIT#: 18.007 .dwg NAME: Stonefield - MSPA.dwg STONEFIELD - BLOCK D2 PHASE 2 NSITE PLAN NOTES7sheet #sheet title:LAYOUT PLANOF 25date:3/4/2019scale:1"=20'©2020 - 30 SCALE, LLCEASEMENT MAINTENANCE NOTES1.THE SANITARY SEWER MAINS AND WATERMAINS WITHIN THE ACSAEASEMENTS ARE TO BE MAINTAINED BY THE ALBEMARLE COUNTY SERVICEAUTHORITY.2.THE STORM DRAINAGE SYSTEM SHALL BE MAINTAINED BY THE OWNER OFPHASE TWO.3.THE STREETS ARE TO BE PRIVATELY OWNED AND MAINTAINED AND THERELOCATED ACCESS EASEMENTS WILL BE SHOWN ON THE FINAL PLAT.VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THEENTRANCE CORRIDOR SHALL BE ELIMINATEDMECHANICAL EQUIPMENT NOTEWINDOWS SHALL NOT BE HIGHLY TINTED OR HIGHLYREFLECTIVE. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOTDROP BELOW 40%, AND VISIBLE LIGHT REFLECTANCE (VLR)SHALL NOT EXCEED 30%WINDOW REFLECTANCE NOTEBUILDING/PARKINGELEVATION SCHEMATICPARKING LEVEL 1PARKING LEVEL 2OFFICE/LOBBYAPARTMENTS(LEVELS 2-6)INGLEWOODDRIVEA KNOX BOX FOR FIRE AND RESCUE ACCESS IS REQUIRED. LOCATION OF KNOXBOX IS TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE.FIRE MARSHAL NOTE - KNOX BOXFIELD QUALITY CONTROL NOTE - SOIL TESTINGTHE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTINGFIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THISPROJECT. REFER TO TESTING REQUIREMENTS UNDER 3.14 ONSHEET 25 OF SITE PLAN AMENDMENT AND SHEET 15 OF VSMPAMENDMENT.NOTE:THE CONTRACTOR SHALL BE RESPONSIBLE FORALL TRAFFIC CONTROL DURINGCONSTRUCTION, INCLUDING MAINTAININGUNOBSTRUCTED ACCESS FOR THE RESIDENTSOF THE PHASE 1 TOWNHOUSES AT STONEFIELDAT ALL TIMES DURING CONSTRUCTION.HANDRAIL AND RAILING NOTECONTRACTOR TO FURNISH HANDRAILS FOR STEPS AND RETAINING WALLS ASREQUIRED BY THE BUILDING CODE. HANDRAIL LOCATIONS AS SHOWN ON THISPLAN ARE FOR GUIDANCE ONLY.REVISIONS#DESCRIPTIONDATE1COUNTY COMMENTS7/8/20192ACSA COMMENTS8/28/20193ACSA COMMENTS9/30/20194SIGNATURE SUBMISSION2/27/202030ENGINEERINGSCALEAPPROX. LOC.WALL GEOGRIDLETTER OF REVISION #26-2-2020SUMMARY OF LETTER OF REVISION #2:1. SHEETS 7 AND 9: SHIFT RETAINING WALL +- 8' TO THE EAST TO BE 3' FROM THE BACKOF CURB. PROVIDE TIERED WALLS, RETAINING WALL 1 AND 2. FLATTEN SLOPES. 2. SHEET 8: ADD TYPICAL SECTION B-B06/02/2020 L5L518.0'N42°40'09"E 404.19'65.0'PARKING LEVEL 2(52 PARKING SPACES)9.0'18.0'24.0'229.0'5.0'2560.0'5434AKOBER WAY(PRIVATE)9.0'18.0'9.0'6.2'7.0'DECK RUNOFF TO BECOLLECTED BY INLET - SEEARCH. PLANS FORSPECIFICATIONS262.0'1'-THICK PODIUM WALL WITHGUARDRAIL AT TOP OF WALL(REFER TO ARCH. PLANS FORDETAILS)24.0'5' R ADA PARKING SIGN (2)CONC. WHEELSTOP (TYP)STRIPINGPARKING LEVEL 1ENTRANCE BELOWRAMP UP TOPARKING LEVEL 2BOLLARD LIGHT (TYP).BOLLARD LIGHT (TYP).SEE SHEET 17 FOR DETAIL)5.0'17518516517017517517517017517016517517512505505068.1'EX. SHED(TBR)BOLLARDS (3)8.0'5.0'5.0'8.0'18.0'N42°40'09"E 404.19'65.0'PARKING LEVEL 2(52 PARKING SPACES)9.0'18.0'24.0'229.0'5.0'2560.0'5434AKOBER WAY(PRIVATE)9.0'18.0'9.0'6.2'7.0'DECK RUNOFF TO BECOLLECTED BY INLET - SEEARCH. PLANS FORSPECIFICATIONS262.0'1'-THICK PODIUM WALL WITHGUARDRAIL AT TOP OF WALL(REFER TO ARCH. PLANS FORDETAILS)24.0'5' R ADA PARKING SIGN (2)CONC. WHEELSTOP (TYP)STRIPINGPARKING LEVEL 1ENTRANCE BELOWRAMP UP TOPARKING LEVEL 2BOLLARD LIGHT (TYP).BOLLARD LIGHT (TYP).SEE SHEET 17 FOR DETAIL)5.0'17518516517017517517517017517016517517512505505068.1'EX. SHED(TBR)BOLLARDS (3)8.0'5.0'5.0'8.0'AUT3.9'AUT3.9'MAJOR SITE PLAN AMENDMENT TMP 61W-03-D2-22 ALBEMARLE COUNTY, VIRGINIAJACK JOUETT MAGISTERIAL DISTRICT owner:OPZ BERNSTEIN/CHRISTOPHER 2, LLCengineer:30 SCALE, LLC871 JUSTIN DRIVEPALMYRA, VA 22963p: 434.242.2866e: mike@30scale.comweb: www.30scale.com30 SCALE CHIT#: 18.007 .dwg NAME: Stonefield - MSPA.dwg STONEFIELD - BLOCK D2 PHASE 2NDETAIL #2DOMESTIC WATER AND SEWER CONNECTION DETAIL8sheet #sheet title:SITE PLANDETAILOF 25date:3/4/2019scale:VARIES©2020 - 30 SCALE, LLCPARKING LEVEL 2 SITE PLANDETAIL #1WATER AND SEWER MAIN CONNECTION DETAILBUILDING/PARKINGELEVATION SCHEMATIC8"X6" REDUCERPROP. 8" SANITARY SEWER LATERAL,INV = 496.0 AT BUILDING3" DOMESTIC WATER SERVICEFOR APARTMENTS *AQS12" WMVAULT*EX FH*DOMESTIC WATER SERVICE LINES AND WATER METER SIZES AREESTIMATES. ACTUAL SIZES TO BE DETERMINE WITH THE BUILDINGPERMIT SUBMISSION WHEN FIXTURE COUNTS WILL BE PROVIDED.OUTDOOR SEATINGAREA(SEE ARCH PLANFOR DETAILS)RAILINGLOBBYPARKING LEVEL 1EXISTING 8" ACSAWATERMAINEXISTING 8"ACSASANITARYSEWERBOND STREETKOBER WAYEXISTING 8" ACSASANITARY SEWER5' CONC. WALKC G - 1 2 B STRIPEDCROSS-WALKPROP. 8" SAN.SEWER FROMMH S2PROP. VAR WIDTH ACSA WATERAND SEWER EASEMENTEXISTING ACSAVARIABLE WIDTHWATER ANDSEWER EASEMENTDB 4716 PG 743EX FIREHYDRANT TOREMAING R A S S G R A S SWALL-MOUNTEDLIGHTS (TYP)NOTE: NEW MH S1 TO BE INTALLED AFTEREXISTING 8" SEWER MAIN UPSTREAMFROM MH S1 AND MH S2 IS ABANDONED.CONSTRUCT NEW SEWER FROM S1 TO S2.FOR SEWER PIPE TO BE ABANDONED. SEEEXISTING CONDITIONS PLAN, SHEET 6.PARKING LEVEL 1PARKING LEVEL 2OFFICE/LOBBYAPARTMENTSINGLEWOODDRIVENNAASECTION A-APARALLEL PARKINGSPACEPARKING LEVEL 2 = 517.5PARKING LEVEL 1 = 504THE WEST WALL OF PARKING LEVEL 1IS BURIED BY A MINIMUM OF 7 FEET,AND THEREFORE HEADLIGHTS WILLNOT SHINE OUTSIDE THE STRUCTURETHERE WILL BE LANDSCAPING AND AGUARDRAIL ALONG THE WEST SIDE OFPARKING LEVEL 2 AND THEREFOREHEADLIGHTS WILL NOT ROUTINELYSHINE OUTSIDE THE STRUCTURE.1.MECHANICAL EQUIPMENT FOR THE BUILDING WILL BE LOCATED ON THE ROOFOF THE APARTMENT BUILDING. ANY OTHER MECHANICAL EQUIPMENT OROTHER UTILITY HARDWARE ASSOCIATED WITH THE PARKING GARAGE WILL BESCREENED FROM PUBLIC VIEW PER 18-32.7.3(B)1.2.AIR HANDLERS SHALL BE LOCATED SO THAT EMISSIONS ARE DIRECTED AWAYFROM ANY ADJOINING RESIDENTIAL DEVELOPMENT PER 18-32.7.3(B)2.3.IN ACCORDANCE WITH 18-32.7.3(B)3, LIGHT FROM ALL VEHICLE HEADLIGHTSALL LIGHTING FIXTURES WILL NOT ROUTINELY SHINE DIRECTLY OUTSIDE THEPARKING STRUCTURE. REFER TO SECTION A-A THIS SHEET. PLEASE NOTE THEBOLLARD LIGHTING ARE LOW-STANDING (+- 3.5') AND EMIT LESS THAN 3,000LUMENS OF LIGHTING, AND ARE THEREFORE EXEMPT FROM THE LIGHTINGORDINANCE.COMPLIANCE WITH 18-32.7.3(b) FORPARKING STRUCTURES SUMMARYS2EXISTING SEWER LATERAL TO BE ABANDONED.SEE EXISTING CONDITIONS PLAN, SHEET 6BUILDING OVERHANGEXISTING ACSAVARIABLE WIDTHWATER ANDSEWER EASEMENTDB 4716 PG 743EXISTING PARKFLOW FROM MH "AR"EX. FIRE HYDRANT TO BERELOCATEDEXISTING SEWER MAIN ANDWATERMAIN TO BE ABANDONED.SEE EXISTING CONDITIONS PLAN,SHEET 6NOTE: NEW MH S2 TO BE INSTALLED AFTEREXISTING 8" SEWER MAIN UPSTREAM FROMMH S1 AND MH S2 IS ABANDONED. SEEEXISTING CONDITIONS PLAN, SHEET 6.FROM MH "AU"PROP. 8" ACSA SANITARY SEWERGRASSCG-65' CONC. WALK5' CONC. WALKPROP. 8" ACSAWATERMAINPROP. 20' ACSA WATEREASEMENTCASH ALLEYKOBER WAYBUILDING OVERHANGONE-WAY/STOP SIGN14'R8'RCG-12BPARKING LEVEL 1CG-12BCG-12BCG-12BCG-12B14'R30'REXISTING DRAINAGEEASEMENTDB 940 PG 212EX. FIRE HYDRANTTO REMAINPRIVATE ROAD(PRIVATE ROAD)EXISTING SAN SEWTO REMAINCG-2O N E -W A Y / S T R E E T N AM E S I G N 5'R 12' R BRICK/CONCRETEPAVERSBUILDING OVERHANGGRADE = 512SEE SECTION A-ATHIS SHEETPROVIDE BRICKPAVERS IN BONDSTREET MEDIAN(SEEDETAIL SHEET 21)6"X6" TEEBOA6.5'WATER/FIRE ROOM5' 6 " P I P E T O F D C 6"X4" TEE4" GV6"X4" TEEF D C 6" GV (FIRELINE)6" FIRE LINEPROP. 6" SANITARY SEWER LATERAL,INV = 496.0 AT BUILDING0+29.11=8"-90° BEND0+00=8"-90° BENDREVISIONS#DESCRIPTIONDATE1COUNTY COMMENTS7/8/20192ACSA COMMENTS8/28/20193ACSA COMMENTS9/30/20194SIGNATURE SUBMISSION2/27/202030ENGINEERINGSCALESECTION B-B3H:1V MAX SLOPE BEHIND CURB3H:1V SLOPE (MAX)CONCRETESIDEWALK(WIDTH VARIESFROM 5' TO 7')BLDEX. DOMINIONUTILITY3.0' FROM BACK OFCURB TO FACE OFRETAINING WALLINGLEWOODDRIVE18.2' FROM BLD TO BACK OF CURBPROP. RETAINING WALL 2(MAX HT 1.0' AND 8" WIDE)2' SHELF @ 6H:1V SLOPE (MAX)2H:1V SLOPE (MAX INBETWEEN WALLS ONLY)PROP. RETAINING WALL 1(MAX HT 4.0' AND 8" WIDE)EX BACK OF CURB2'2'VARIES4.8' MINLETTER OF REVISION #26-2-2020SUMMARY OF LETTER OF REVISION #2:1. SHEETS 7 AND 9: SHIFT RETAINING WALL +- 8' TO THE EAST TO BE 3' FROM THE BACKOF CURB. PROVIDE TIERED WALLS, RETAINING WALL 1 AND 2. FLATTEN SLOPES. 2. SHEET 8: ADD TYPICAL SECTION B-B06/02/2020 OFFICE(20,000 GSF)LOBBY(±6,000 GSF)MULTI-FAMILYLEVELS 2-6160 APARTMENT UNITSEX.FHTMP 61W-3-21ALINDA BLAKE GAYLE LLCD.B. 2813, PG 445D.B. 880, PG 595 PLATZONED C1USE: COMMERCIAL"WESTFIELD," SECTION 3D.B. 697, PG 425-426 PLATD.B. 703, PG 732 PLATD.B. 704, PG 517 PLATD.B. 712, PG 689 PLATZONED R10 AND R15USE: RESIDENTIALEX 15' POWER ESMTDB 4160 PG 19915' DRAINAGE ESMTDB 940 PG 212EX 23' INGRESS/EGRESSEASEMENT FOR FUTUREHOUSTON STREETEXTENSIONDB 4135 PG 249DB 4135 PG 215 PLATEX 23' INGRESS/EGRESS EASEMENTDB 4135 PG 249DB 4135 PG 215 PLATEX PUBLICDRAINAGE EASEMENTDB 4135 PG 249DB 4135 PG 215 PLAT20' DRAINAGE &UTILITY EASEMENTDB 704 PG 515, 517 (PLAT)EX 20' SEWER EASEMENTDB 4391 PG 331EX VEPCO ESMTDB 418 PG 578DB 986 PG 70EEN42°40'09"E 404.19'S54°38'42"E 209.19'L3S35°21'13"W 360.41'L4L5L6STRONG BLVD 53053049 8INGLEWOOD DRIVE(PRIVATE ROAD)HOUSTON STREET(PRIVATE ROAD)(PRIVATE ROAD)AQAUBC530244243245245.224227.22168672416627.1240271112611011225.2251082410923245.1YD13109.1ABDRILL HOLEFOUNDSTOP ANDSTREET SIGNSTOP SIGNSTOP SIGNLOT D3TMP 61W-3-24MACFARLANE STONEFIELD, LLCZONED NMDDB 4165 PG 001DB 4135 PG 215 (PLAT)IRFIRFIRFIRF IRFCOMM.PULLBOXPOWERVAULTEAPVU530PP DROP(PRIVATE)BOND STREETEX. ONE-WAYSIGNEX. STREET/STOP/DONOT ENTER SIGNMAALP STONEFIELD COMMONS LLCTMP 61W-3-19E2 (LOT E2)DB 4135 PG 215 (PLAT)DB 4499 PG 411ZONED NMD10' GRADINGEASEMENTDB 4135 PG 249DB 4135 PG 215 PLATTPARCEL 1TMP 61W-3-19AOCT STONEFIELD PROPERTY OWNER LLCDB 4857 PG 503ZONED NMDPARCEL 1TMP 61W-3-19AOCT STONEFIELD PROPERTYOWNER LLCDB 4857 PG 503ZONED NMDEX GASLINE EASEMENTDB 4186 PG 321GASVALVEPOWERVAULTSTOPSIGN23.123.2502500504504500 506508510520514520 520510500500 510520540DRILL HOLESETDRAINAGEESMTDB 940 PG 212EX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 74351031' FC TO FC12.5'12.5'22.0'24.0'EX. CONC. WALK EX. PARK(TO BEENLRAGED)EX. DRAINAGEEASEMENTDB 4716 PG 743STOP SIGNEX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 743MARKER POSTSAND PEDESTALS1S21T41A232A4A766AKOBER WAY(PRIVATE)PHASE TWOPHASE ONEPHASELINEEX.FHEX. ARVEX.CURBRAMPCASH ALLEY(PRIVATE)APPROX. 440' TO HYDRAULIC ROADINTERSECTIONEX. VAR WID ACSAWATER AND SANSEW ESMT.(DB 5281 PG 322)EX. 20' ACSAWATER ESMT(DB 5281 PG 322)LIMITS OFDISTURBANCETOP OF BERM(SEE SECTION THIS SHEET)DITCH #1 (264 LF)USE EC-3 LININGDITCH #2B (0+56 TO 1+80)USE EC-3 LININGDITCH #2A (0+00TO 0+56) USE CL 1RIP-RAP LININGEXT. CORRIDORTRASHROOM STAIRUTILITYAREAFOR DITCH LINING CALCULATIONS,SEE SHEET 12 OF SITE PLAN ANDSHEET 8 OF VSMPPARKING LEVEL 1(84 SPACES, INCLUDES 7 TANDEM SPACES)EX. RETAININGWALLEX. STEPSEX. SHEDEX. SHEDEX. SHEDEX. SHED(TBR)EX. SHEDEX. CONC. PADEX. BRICK SCREENWALLLIMITS OFDISTURBANCEEX. VAR WIDTH STORM DRAINAGE ESMT (DB 5281 PG 322)10.0'EX. 8' X 22' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 8' X 30' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'X18' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'X18' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)EX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 743EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)T3.9'7.5'PROP. 6'X6'CONCRETE PAD FORTRANSFORMER#2041*#2043*#2045*#2047*#2049*#2051*#2053*#2055*30160810 12 060416 12 18202224020810 1804 0214 10203028242622201412 1812 0814161214 16 18201816BF=504.0FF=517.524.5 TW11.5 BW13.0' HT28.5 TW16.7 BW11.8' HT22.0 TW19.5 BW3.5' HT18.0 TW13.0 BW5.0' HT12.5 TW05.5 BW7.0' HTBM#2BM#1STR 25.2EX TOP=499.57ABANDON EX. MANHOLERETAINING WALL "A"ACCESS PATHEX. 10' PRIVATELANDSCAPE ESMT(DB 5281 PG 322)10.0'EX. 10' PRIVATELANDSCAPE ESMT(DB 5281 PG 322)10.0'*SEE LETTERS OFPERMISSION FOROFFSITE TEMPORARYGRADING TO INSTALLRETAINING WALL "A"(2,714 SF)01.7 TW98.5 BW3.2' HT(97.5 TC)PROP. BLD WALLPROP. RETAINING WALL2H:1V SLOPEEX BACK OF CURB2H:1V SLOPECONCRETE SIDEWALKBLDEX. DOMINION UTILITYSECTION A-ABB3.0' FROM BACK OFCURB TO FACE OFRETAINING WALL0002SEE SHEET 8 FORTYPICAL SECTION B-BAND MAX SLOPES000000.4 TW96.4 BW4.0' HT(96.4 TC)00.4 TW96.4 BW4.0' HT(96.2 TC)02.4 TW01.4 BW1.0' HT02.4 TW01.4 BW1.0' HT01.7 TW97.9 BW3.8' HT(97.9 TC)01.7 TW00.3 BW1.4' HT(99.3 TC)01.7 TW98.7 BW3.0' HT(97.7 TC)01.7 TW99.0 BW2.7' HT(98.0 TC)00.4 TW97.4 BW3.0' HT(96.4 TC)02.4 TW01.4 BW1.0' HT01.6 TW97.6 BW4.0' HT(96.6 TC)01.7 TW99.2 BW2.5' HT(98.2 TC)0201.6 TW97.7 BW3.9' HT(96.7 TC)02024.3%2%058TC035030038040038038038038038038002040040040040045055059070TC057069285HP177HP171169175170165173192TC180TC171TC135LP263126114107106104150168TC174TC173175173171751751750695170175051046058053050058053140985TC026991TC0170350350350350350350350352' SHELF AT 6H:1V2' SHELF AT 6H:1V2' SHELF AT 6H:1V035026OFFICE(20,000 GSF)LOBBY(±6,000 GSF)MULTI-FAMILYLEVELS 2-6160 APARTMENT UNITSEX.FHTMP 61W-3-21ALINDA BLAKE GAYLE LLCD.B. 2813, PG 445D.B. 880, PG 595 PLATZONED C1USE: COMMERCIAL"WESTFIELD," SECTION 3D.B. 697, PG 425-426 PLATD.B. 703, PG 732 PLATD.B. 704, PG 517 PLATD.B. 712, PG 689 PLATZONED R10 AND R15USE: RESIDENTIALEX 15' POWER ESMTDB 4160 PG 19915' DRAINAGE ESMTDB 940 PG 212EX 23' INGRESS/EGRESSEASEMENT FOR FUTUREHOUSTON STREETEXTENSIONDB 4135 PG 249DB 4135 PG 215 PLATEX 23' INGRESS/EGRESS EASEMENTDB 4135 PG 249DB 4135 PG 215 PLATEX PUBLICDRAINAGE EASEMENTDB 4135 PG 249DB 4135 PG 215 PLAT20' DRAINAGE &UTILITY EASEMENTDB 704 PG 515, 517 (PLAT)EX 20' SEWER EASEMENTDB 4391 PG 331EX VEPCO ESMTDB 418 PG 578DB 986 PG 70EEN42°40'09"E 404.19'S54°38'42"E 209.19'L3S35°21'13"W 360.41'L4L5L6STRONG BLVD 53053049 8INGLEWOOD DRIVE(PRIVATE ROAD)HOUSTON STREET(PRIVATE ROAD)(PRIVATE ROAD)AQAUBC530244243245245.224227.22168672416627.1240271112611011225.2251082410923245.1YD13109.1ABDRILL HOLEFOUNDSTOP ANDSTREET SIGNSTOP SIGNSTOP SIGNLOT D3TMP 61W-3-24MACFARLANE STONEFIELD, LLCZONED NMDDB 4165 PG 001DB 4135 PG 215 (PLAT)IRFIRFIRFIRF IRFCOMM.PULLBOXPOWERVAULTEAPVU530PP DROP(PRIVATE)BOND STREETEX. ONE-WAYSIGNEX. STREET/STOP/DONOT ENTER SIGNMAALP STONEFIELD COMMONS LLCTMP 61W-3-19E2 (LOT E2)DB 4135 PG 215 (PLAT)DB 4499 PG 411ZONED NMD10' GRADINGEASEMENTDB 4135 PG 249DB 4135 PG 215 PLATTPARCEL 1TMP 61W-3-19AOCT STONEFIELD PROPERTY OWNER LLCDB 4857 PG 503ZONED NMDPARCEL 1TMP 61W-3-19AOCT STONEFIELD PROPERTYOWNER LLCDB 4857 PG 503ZONED NMDEX GASLINE EASEMENTDB 4186 PG 321GASVALVEPOWERVAULTSTOPSIGN23.123.2502500504504500 506508510520514520 520510500500 510520540DRILL HOLESETDRAINAGEESMTDB 940 PG 212EX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 74351031' FC TO FC12.5'12.5'22.0'24.0'EX. CONC. WALK EX. PARK(TO BEENLRAGED)EX. DRAINAGEEASEMENTDB 4716 PG 743STOP SIGNEX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 743MARKER POSTSAND PEDESTALS1S21T41A232A4A766AKOBER WAY(PRIVATE)PHASE TWOPHASE ONEPHASELINEEX.FHEX. ARVEX.CURBRAMPCASH ALLEY(PRIVATE)APPROX. 440' TO HYDRAULIC ROADINTERSECTIONEX. VAR WID ACSAWATER AND SANSEW ESMT.(DB 5281 PG 322)EX. 20' ACSAWATER ESMT(DB 5281 PG 322)LIMITS OFDISTURBANCETOP OF BERM(SEE SECTION THIS SHEET)DITCH #1 (264 LF)USE EC-3 LININGDITCH #2B (0+56 TO 1+80)USE EC-3 LININGDITCH #2A (0+00TO 0+56) USE CL 1RIP-RAP LININGEXT. CORRIDORTRASHROOM STAIRUTILITYAREAFOR DITCH LINING CALCULATIONS,SEE SHEET 12 OF SITE PLAN ANDSHEET 8 OF VSMPPARKING LEVEL 1(84 SPACES, INCLUDES 7 TANDEM SPACES)EX. RETAININGWALLEX. STEPSEX. SHEDEX. SHEDEX. SHEDEX. SHED(TBR)EX. SHEDEX. CONC. PADEX. BRICK SCREENWALLLIMITS OFDISTURBANCEEX. VAR WIDTH STORM DRAINAGE ESMT (DB 5281 PG 322)10.0'EX. 8' X 22' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 8' X 30' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'X18' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'X18' SWMFACILITY EASEMENT(DB 5281 PG 370)EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)EX. ACSAVARIABLE WIDTHEASEMENTDB 4716 PG 743EX. 10'-WIDE SWM FACILITYACCESS EASEMENT(DB 5281 PG 370)T3.9'7.5'PROP. 6'X6'CONCRETE PAD FORTRANSFORMER#2041*#2043*#2045*#2047*#2049*#2051*#2053*#2055*30160810 12 060416 12 18202224020810 1804 0214 10203028242622201412 1812 0814161214 16 18201816BF=504.0FF=517.524.5 TW11.5 BW13.0' HT28.5 TW16.7 BW11.8' HT22.0 TW19.5 BW3.5' HT18.0 TW13.0 BW5.0' HT12.5 TW05.5 BW7.0' HTBM#2BM#1STR 25.2EX TOP=499.57ABANDON EX. MANHOLERETAINING WALL "A"ACCESS PATHEX. 10' PRIVATELANDSCAPE ESMT(DB 5281 PG 322)10.0'EX. 10' PRIVATELANDSCAPE ESMT(DB 5281 PG 322)10.0'*SEE LETTERS OFPERMISSION FOROFFSITE TEMPORARYGRADING TO INSTALLRETAINING WALL "A"(2,714 SF)01.7 TW98.5 BW3.2' HT(97.5 TC)PROP. BLD WALLPROP. RETAINING WALL2H:1V SLOPEEX BACK OF CURB2H:1V SLOPECONCRETE SIDEWALKBLDEX. DOMINION UTILITYSECTION A-ABB3.0' FROM BACK OFCURB TO FACE OFRETAINING WALL0002SEE SHEET 8 FORTYPICAL SECTION B-BAND MAX SLOPES000000.4 TW96.4 BW4.0' HT(96.4 TC)00.4 TW96.4 BW4.0' HT(96.2 TC)02.4 TW01.4 BW1.0' HT02.4 TW01.4 BW1.0' HT01.7 TW97.9 BW3.8' HT(97.9 TC)01.7 TW00.3 BW1.4' HT(99.3 TC)01.7 TW98.7 BW3.0' HT(97.7 TC)01.7 TW99.0 BW2.7' HT(98.0 TC)00.4 TW97.4 BW3.0' HT(96.4 TC)02.4 TW01.4 BW1.0' HT01.6 TW97.6 BW4.0' HT(96.6 TC)01.7 TW99.2 BW2.5' HT(98.2 TC)0201.6 TW97.7 BW3.9' HT(96.7 TC)02024.3%2%058TC035030038040038038038038038038002040040040040045055059070TC057069285HP177HP171169175170165173192TC180TC171TC135LP263126114107106104150168TC174TC173175173171751751750695170175051046058053050058053140985TC026991TC0170350350350350350350350352' SHELF AT 6H:1V2' SHELF AT 6H:1V2' SHELF AT 6H:1V035026MAJOR SITE PLAN AMENDMENT TMP 61W-03-D2-22 ALBEMARLE COUNTY, VIRGINIAJACK JOUETT MAGISTERIAL DISTRICT owner:OPZ BERNSTEIN/CHRISTOPHER 2, LLCengineer:30 SCALE, LLC871 JUSTIN DRIVEPALMYRA, VA 22963p: 434.242.2866e: mike@30scale.comweb: www.30scale.com30 SCALE CHIT#: 18.007 .dwg NAME: Stonefield - MSPA.dwg STONEFIELD - BLOCK D2 PHASE 2 NGRADING PLAN9sheet #sheet title:GRADING PLANOF 25date:3/4/2019scale:1"=20'©2020 - 30 SCALE, LLCCONCRETE SIDEWALK TYPICAL SECTIONDUMPSTER PAD TYPICAL SECTION3000 PSI CONCRETE21-A STONECOMPACTED SUBGRADE**4"4" MIN.4,000 PSI CONCRETE21-A STONECOMPACTED SUBGRADE**8"8" MIN.SEE PLAN FOR WIDTHNTSNTSNTS#4 @12" E.W.** SUBGRADE SHALL BECOMPACTED TO MINIMUM 95%DENSITY AT OPTIMUM MOISTURECONTENT IN ACCORDANCE WITHAASHTO T99.FIELD QUALITY CONTROL NOTE - SOIL TESTING3.14 - FIELD QUALITY CONTROL: THE CONTRACTOR SHALLEMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALLSOIL TESTING REQUIRED FOR THIS PROJECT. REFER TOTESTING REQUIREMENTS UNDER 3.14 ON SHEET 25.NOTE:THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLTRAFFIC CONTROL DURING CONSTRUCTION, INCLUDINGMAINTAINING UNOBSTRUCTED ACCESS FOR THERESIDENTS OF THE PHASE 1 TOWNHOUSES ATSTONEFIELD AT ALL TIMES DURING CONSTRUCTION.BERM TYPICAL SECTIONCG-2PAVEMENT2:12:12'PKG. OVERHANG1'1'6:1TOP OF BERMEC-3 (SEE PLANFOR LOCATION)PROP. GRADENTSREVISIONS#DESCRIPTIONDATE1COUNTY COMMENTS7/8/20192ACSA COMMENTS8/28/20193ACSA COMMENTS9/30/20194SIGNATURE SUBMISSION2/27/202030ENGINEERINGSCALEAPPROX. LOC.WALL GEOGRIDLETTER OF REVISION #26-2-2020SUMMARY OF LETTER OF REVISION #2:1. SHEETS 7 AND 9: SHIFT RETAINING WALL +- 8' TO THE EAST TO BE 3' FROM THE BACKOF CURB. PROVIDE TIERED WALLS, RETAINING WALL 1 AND 2. FLATTEN SLOPES. 2. SHEET 8: ADD TYPICAL SECTION B-B06/02/2020