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HomeMy WebLinkAboutSDP201900012 Letter of Revision 2021-10-05© 2020 - 30 SCALE, LLC BLOCK D I FA +,c 4 !-U." i STONEFIELD -BLOCK D2 -PHASE 2 SDP 2019-00012 MAJOR SITE PLAN AMENDMENT TO FINAL SITE PLAN: SDP 2014-70 RELATED COUNTY TRACKING NUMBERS: APPROVED PRELIMINARY SITE PLAN: SDP 2011-19 ZONING CASES: ZMA 2001-07, ZMA 2008-03, ZMA 2011-04, ZMA 2011-07, ZMA 2013-09 SDP 2014-00070 (BLOCK D2 SITE PLAN) WPO 2014-00096 (VSMP AMENDMENT) SEMINOLE TRAIL (ROUTE29) STONEFIELD BLOCK MAP SCALE: 1"=400' VICINITY MAP — SCALE:1"=2,000' �.■►.�— BLOCK D2 AREA = 5.49 AC. a p '---PHASE LINE O s"W ' j'1. J f wr �, i ✓ .. ;r C: 1 ate. q o'ka, a r a fiy a1. Cj~4 J PHASE ONE A=2.77 AC. p, c. •- r r ~ 0 V r �� ,.. N ALBEMARLE COUNTY GIS PARCEL MAP SCALE: 1"=100' s r y Y PHASE TWO ` It •Ot T� 11 tj ' LI YL/ f• I 1 q '.v v< i- ''+r C14i•0-L'r •11 M C% W {# lJ i.5 r*?f Y�.❑ N FF w a a 3.ii7 f. {* ram. •�..�J�-��_!-l�Y=-�+�--'�..��..s-�•.���.._�._�...��._s�.s`��••.�- 1 f q-oC1 o da or ---------- . _....,_.__...---•-�4 SHEET INDEX # Sheet Title 1 COVER SHEET 2 OVERALL SITE PLAN 3 ORDINANCE TABULATIONS 4 CIVIC - GREEN SPACE PLAN 5 LAAA AAA PARKING TABULATIONS 6 EXISTIN ZITIONS & DEMO PLAN 7 LAYOUT PLAN 7A EASEMENT PLAN 8 SITE PLAN DETAIL 9 GRADING PLAN 9A SITE PLAN GRADING DETAIL 9B SITE PLAN GRADING DETAIL 9C SITE PLAN GRADING DETAIL 11 UTILITY PROFILES 12 STORM SEWER PROFILES AND COMPUTATIONS 13 DRAINAGE DIVIDES 14 LANDSCAPE PLAN 15 LANDSCAPE CALCULATIONS AND DETAILS 16 LIGHTING PLAN 17 LIGHTING FIXTURE DETAILS 18 ACSA DETAILS 19 ACSA DETAILS - CONSTRUCTION DETAILS 20 CONSTRUCTION DETAILS 21 CONSTRUCTION DETAILS 22 TRUCK PATHING PLAN 23 PROFFERS 24 CONSTRUCTION NOTES 25 GEOTECHNICAL ENGINEERING NOTES PROJECT NARRATIVE: THE OWNER/DEVELOPER IS PROPOSING TO AMEND THE APPROVED SITE PLAN SDP 2014-00070 ENTITLED "STONEFIELD - BLOCK D2" TO VACATE 55 PLATTED TOWNHOUSE LOTS AND TO CONSTRUCT 160 APARTMENTS AND 20,000-SF OF COMMERCIAL SPACE IN A SIX -STORY MIXED -USE BUILDING. THERE WILL ALSO BE AN APPROXIMATE 6,000-SF LOBBY WITH A FITNESS CENTER FOR THE APARTMENTS AND GARAGE PARKING ON LEVEL 1. A SECOND LEVEL OF PARKING (PARKING LEVEL 2) WILL BE PROVIDED ABOVE PARKING LEVEL 1. A PARKING REDUCTION HAS BEEN APPROVED AND IS INCLUDED ON SHEET 5 OF THE SITE PLAN. THE PRIMARY JUSTIFICATION FOR THE PARKING REDUCTION IS THAT THE RESIDENTIAL AND COMMERCIAL USES HAVE OFFSETTING PEAK -HOUR PARKING DEMANDS, WHICH, AMONG OTHER FACTORS, SUPPORT A 35% PARKING REDUCTION. A SPECIAL EXCEPTION HAS ALSO BEEN APPROVED TO ALLOW THE 6-STORY BUILDING. THE CODE OF DEVELOPMENT PRESCRIBES A FIVE -STORY MAXIMUM BUILDING HEIGHT IN BLOCK D. THE DEVELOPER IS PROPOSING TO CONSTRUCT A PEDESTRIAN/BICYCLE RAMP CONNECTION TO THE NORTH TO PROVIDE DIRECT, NON -VEHICULAR ACCESS FOR THE ADJACENT RESIDENTS ON COMMONWEALTH DRIVE. SIGNATURE BLOCK ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEERING INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY RIVANNA WATER AND SEWER AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT REVISIONS # DESCRIPTION DATE 1 LOR #1 3/19/2020 2 LOR #2 6/3/2020 3 LOR #3 9/30/2021 RDISCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com a z D _ N r z 0 U m lczz W CL ^ 1 ` V N N z W Q 2 0 Q z v O Q J 11 O r-I W I.-_ J CL J LU LL LU U z Ln F_ 0 J a O I• z N (J)Izz a O Y u a sheet title: COVER SHEET sheet # 1 OF 25 scale: 1"=20' date: 3/4/2019 © 2020 - 30 SCALE, LLC PARKING REDUCTION APPROVAL LETTER COUNTY OF ALBEMARLE Department of Community Development 401 N1cintire Road, North Wing Charlottesville. Virginia 229024596 Phone (434) 296-5832 Fax (434) 972-4126 March 29, 2018 Michael Myers 30 Scale, LLC 871 Justin Dr. Palmyra, VA 22963 RE: Parking Determination - Stonefield Block D2 Phase Two Parking Reduction Request SDP-2019-12 TMP 61 W-03-D2A, 22-61 and 90-104 Dear Mr. Myers: This letter is an official determination in response to your request for a parking variation to allow a 35% reduction in the minimum number of required parking spaces for Stonefield Block D2 Phase Two. The request is being made in accordance with Zoning Ordinance Section 4.12.8, and as permitted by the Code of Development for Albemarle Place (Code Section 5. Parking and Loading, P. 31, paragraph 2). The Stonefield Block D2 - Phase 2 - Major Site Plan Amendment (SDP-2019-12) proposes 160 apartments and 20,000 gross square feet of office/retail. Per the Code of Development for Albemarle Place, the required number of parking spaces for the proposed use is 352 parking spaces. 160 apartments (1.75 spaces/unit): 280 required parking spaces 20,000 GSF Office/Retail (4.5 spaces/1000 NSF): 72 required spaces Total: 352 required parking spaces The above referenced site plan currently demonstrates 240 total parking spaces, 32% less than what is required by the Code of Development. The applicant is requesting a reduction of the full 35% allowable by the Code of Development and in accordance with Zoning Ordinance Section 4.12.8. The following "alternatives available to provide minimum number of parking spaces" were submitted as justification for the parking reduction intentions of the applicant. For simplicity these alternatives were reviewed as "Combinations of alternatives" and were collectively used to justify the reduction. The responses provided below, in bold italics, address each alternative individually, and as a group. Shared Parking The reduction request suggests that the offsetting peak -hour parking demands of the proposed residential and office use will provide an approximate 17% reduction in the required number of parking spaces. March 29, 2019 Stonefield Block D2 Phase Two Parking Determination Page 2 Staff agrees that the proposed residential and office uses will have offsetting peak hour demands. This determination is not only consistent with previous parking determinations but is supported by the data submitted by the applicant and is in accordance with Section 4.12.10 of the Zoning Ordinance. Because parking spaces are shared and peak demand hours are at separate times for the two uses, the total number of parking spaces that would otherwise be required can be reduced. Availability of Mass Transit The reduction request suggests that the proximity and availability of the Charlottesville Area Transit (CAT) will reduce parking demand by up to 10%. Staff agrees that the availability of mass transit, a Transportation Demand Management (TDM) tool in Section 4.12.12 of the Zoning Ordinance, will effectively reduce the need to provide some of the required parking spaces. However, because the ordinance specifically requires "safe movement" as a condition of these alternatives, these reductions are contingent on the development of the pedestrian link as shown on the site plan connecting Block D2 to the bus stop on Commonwealth Dr. Walkability and Bikeability of the Site The reduction request suggests that the mixed use nature of the nearby site and the pedestrian improvements proposed on the site plan will reduce parking demand by up to 10%. Staff agrees that the walkability and bikeability of the site will have some impact on the parking demand. Reduced Car Ownership of Renters The reduction request suggests that the Institute of Transportation Engineers (ITE) parking rates more accurately reflect the actual demand for parking for the residential use than what is required by the Code of Development. Section 4.12.7 of the Zoning Ordinance provides that for mixed uses a parking study, including estimates by the Institute of Transportation Engineers, may be considered in making a parking recommendation. Additionally, staff has access to the r edition of the Parking Generation Manual written by the Institute of Transportation Engineers. This manual suggests that 245 bedrooms (based on 75 one -bedroom apartments and 85 two -bedroom apartments, confirmed by the applicant) would produce an average parking demand of 184 parking spaces for mid -rise multifamily housing, and 162 parking spaces for low rise multifamily housing (see attached reports). Based on this data and in accordance with Section 4.12.7 staff agrees that the reduced car ownership of renters will greatly reduce the demand of parking on site from the 280 spaces required in the Code of Development. Based on the combination of transportation alternatives and transportation demand management tools described above, it is my official determination to approve this requested parking reduction of 35%. The evidence suggests that given a 35% reduction the site will still provide a sufficient number of parking spaces to meet its needs. This reduction in parking requirements is made in accordance with Section 4.12.7-4.12.12 of March 29, 2019 Stonefield Block D2 Phase Two Parking Determination Page 3 the Zoning Ordinance, the Code of Development of Albemarle Place, as well as the relevant data, alternatives, and TDM tools described above. If you are aggrieved by this determination, you have a right to appeal it within thirty (30) days of this notice in accordance with Virginia Code 15.2-2311. If you do not file a time) appeal, this 9 § Y Y PP determination shall be final and unappealable. An appeal may be taken only by filing an appeal application with the Zoning Administrator and the Board of Zoning Appeals, in accordance with § 34.3 of the Zoning Ordinance, along with a fee of $258 plus the actual cost of advertising the appeal for public hearing. Applications for Appeal of the Zoning Administrator's Determination are available at the Department of Community Development located at 401 McIntire Road, Charlottesville, Virginia 22902 or online at www.albemarle.org/cdapps. This form applies to the appeal of a decision of the zoning administrator or any other administrative officer pertaining to the Zoning Ordinance. Regulations pertaining to the filing of an appeal to the Board of Zoning Appeals are located in Chapter 18, Section 34.3 of the Zoning Ordinance. They may be reviewed online at www.albemarle-org/countVcodebza. (Please note that our online documents are in Adobe Acrobat PDF format and must be viewed with the Adobe Acrobat Reader or an equivalent. A link to download the free plug-in is available at the bottom of www.albemarle.oro/cdaDos.) Please contact me if you have questions or require additional information. Sincerely, Kevin McCollum Planner Designee to the Zoning Administrator RESOLUTION TO APPROVE SPECIAL EXCEPTION TO VARY THE. CODE, OF DEVELOPMENT FOR ZMA2001-7 STONEFIELD (FORMERLY ALBEMARLE PLACE) WHEREAS, the Owner of Tax Map Parcels 061 W003D2000A0; 061 W003D2000A0; 061 W00313202200; 061 W00313202300; 061 W00313202400; 061 W00313202500; 061 W00313202600; 061 W003D202700; 061 WO03D202800; 061 W003D202900; 061 W003D203000; 061 W003D203100; 061 W003D203200; 061 WO03D203300; 061 W003D203400; 061 W003D203500; 061 W00313203600; 061 W003D203700; 061 W003D203800; 061W003D203900; 061 W00313204000; 061 W003D204100; 061 W003D204200; 061 W003D204300; 061 W003D204400; 061 W00313204500; 061 W003D204600; 061 W00313204700; 061 W003D204800; 061 W00313204900; 061 W003D205000; 061 W003D205100; 061 W003D205200; 061 W003D205300; 061 W003D205400; 061 W003D205500' 061 W003D205600; 061 W003D205700; 061 W003D205800; 061 W003D205900; 061 W003D206000; 061 W003D206100; 061 W003D209000; 061 W00313209100; 061 W00313209200; 061 W00313209300; 061 W003D209400; 061 W003D209500; 061 W00313209600; 061 W003D209700; 061 W00313209800; 061 W00313209900; 061 W00313210000; 061 W003D210100; 061 W003D210200; 061 W003D210300; and 061 W00313210400 filed a request for a special exception to vary the Code of Development approved in conjunction with ZMA2001-7 Stonefield (formerly Albemarle Place) to modify the maximum number of stories in Block D2 from five (5) stories to six (6) stories. NOW, THEREFORE, BE IT RESOLVED that, upon consideration of the foregoing, the Memorandum prepared in conjunction with the special exception request and the attachments thereto, including staffs supporting analysis, and all of the factors relevant to the special exceptions in Albemarle County Code §§ 18-8.5.5.3, 18-33.5, and 18-33.49, the Albemarle County Board of Supervisors hereby approves the special exception to vary the Code of Development approved in conjunction with ZMA2001-7 Stonefield (formerly Albemarle Place) as described above, subject to the conditions attached hereto. its 1, Claudette K. Borgersen, do hereby certify that the foregoing writing is a true, correct ropy of a Resolution duly adopted by the Board of Supervisors of Albemarle County, Virginia, by a vote of six to zero, as recorded below, at a meeting held on June 19, 2019. Clerk, Board of County SopervI s Nay Mr. Dill Y Mr. Gallaway Y Ms. Mallek Y Ms. McKee] Y Ms. Palmer Y Mr. Randolph Y ZMA2001-7 Stonefield (formerly Albemarle Place) - Special Exception Conditions I. The special exception applies to Block D2 as depicted on the application plan that was approved in conjunction with ZMA201300009 entitled "Amended Application Plan - Full Build, Exhibit A," prepared by W/W Associates, dated October 21, 2013. 2. All rooftop mechanical equipment must be fully screened from the view of adjacent properties and adjacent public streets. 3. A vegetative screening buffer of evergreens, which must be six feet in height when planted to the satisfaction of the Planning Director, must be provided adjacent to the parcels along Commonwealth Drive. 4. The development must be in general accord with the application plan for this Special Exception Request entitled "Key Plan", prepared by 30 Scale LLC, dated May I, 2019. RESERVED PARKING SPACE NARRATIVE AS DETERMINED BY TERMS ESTABLISHED BY THE LEASING AGENT, AVAILABLE FRONT AND REAR PAIR OF DOUBLE -STACKED (TANDEM) SPACES MAY BE OFFERED TO TENANTS. AS PART OF THE LEASE AGREEMENT, THE TENANT WILL NEED TO UNDERSTAND AND ABIDE BY PARKING RETRIEVAL GUIDELINES AS FOLLOWS, GENERALLY: THE TENANTS WHO LEASE A PAIR OF FRONT AND REAR RESERVED SPACES SHALL FOLLOW VEHICLE RETRIEVAL SCENARIOS 1-3 TO THE MAXIMUM EXTENT POSSIBLE. VEHICLE RETRIEVAL SCENARIO 4 SHALL BE THE EXCEPTION AND OCCURS WHEN ONE PERSON PERFORMS RETRIEVAL OF THE REAR VEHICLE AND PULL OUT/PULL BACK IN OF THE FRONT VEHICLE. FOUR (4) VEHICLE RETRIEVAL SCENARIOS: 1. TWO TENANTS OF THE SAME APARTMENT LEAVE THE GARAGE IN THEIR VEHICLES AT THE SAME TIME, OR THE FRONT VEHICLE ONLY LEAVES THE GARAGE. NO BLOCKAGE OR DELAY OCCURS. 2. TWO TENANTS OF THE SAME APARTMENT "SWITCH" THE POSITION OF THEIR VEHICLES, TYPICALLY AT THE END OF THE DAY IN ANTICIPATION OF THE POSITION THE VEHICLES SHOULD BE IN FOR THE NEXT DEPARTURE. MINIMAL BLOCKAGE OCCURS ON THE ORDER OF 10 TO 15 SECONDS. 3. THE DRIVER OF THE FORWARD VEHICLE PULLS OUT WHILE THE DRIVER OF THE REAR VEHICLE LEAVES THE GARAGE AND THE DRIVER OF THE FORWARD VEHICLE THEN PULLS BACK INTO THE REAR SPACE. MINIMAL BLOCKAGE OCCURS ON THE ORDER OF 10 TO 15 SECONDS. 4. THE DRIVER OF THE REAR VEHICLE MUST PULLTHE FORWARD VEHICLE OUTAND TEMPORARILY BLOCK THE TRAVELWAY WHILE HE THEN PULLS OUT THE REAR VEHICLE AND PARKS IT TEMPORARILY AS WELL. THE SAME DRIVER THEN RE -PARKS THE FRONT VEHICLE INTO THE REAR SPOT AND RETURN TO HIS VEHICLE, THEN LEAVE THE GARAGE. THIS SCENARIO IS DISCOURAGED AND IS THE LEAST COMMON SCENARIO, AND THE DURATION OF BLOCKAGE WILL BE ON THE ORDER OF 30-90 SECONDS. TRIP GENERATION ANALYSIS ORIGINAL PLAN AM PEAK PM PEAK USE USECODE QUANTITY AADT TOTAL IN OUT TOTAL IN OUT TOWNHOUSES 230 106UNITS 616 47 8 39 55 37 18 THIS AMENDMENT AM PEAK PM PEAK USE USECODE QUANTITY AADT TOTAL IN OUT TOTAL IN OUT TOWNHOUSES 230 49UNITS 285 22 4 18 25 17 8 APARTMENTS 220 160 UNITS 1064 82 16 65 99 64 35 OFFICE 710 20,000GSF 221 31 27 4 30 5 25 TOTALS 1569 134 47 87 154 87 68 INCREASE 953 88 40 48 99 50 50 TRIP GENERATION TAKEN FROM ITETRIP GENERATION MANUAL, 9TH EDITION, IN ACCORDANCE WITHTHE FOLLOWING BASE RATES: 1. USE GROUP 230 (TOWNHOUSES) TRIP RATES PER UN IT: DAILY: 5.81, AM 0.44 (17% IN, 83% OUT), PM 0.52 (67% 1 N, 33% OUT) 2. USE GROUP 220 (APARTMENTS) TRIP RATES PER UNIT: DAI LY: 6.65, AM 0.51(20% 1 N, 80% OUT), PM 0.62 (65% IN, 35% OUT) 3. USE GROUP 710 (OFFICE) TRIP RATES PER KSF: DAILY: 11.03, AM 1.56 (88% IN, 12% OUT), PM 1.49 (17% IN, 83% OUT) • r r PARKING TABULATIONS PHASE 2 REGULAR PARKING REQUIRED PARKING SPACES APARTMENTS 160 UNITS PARKING RATE PER COD 1.75 SPACES/U NIT APARTMENT PARKING SPACES REQUIRED 280 SPACES OFFICE GSF 20,000 GLA OFFICE GLA (0.8 X GSF) 16,000 GLA OFFICE PARKING RATE PER COD 4.5 SPACES/1,000 SF OFFICE/RETAI L SPACES REQU I RED 72 SPACES TOTAL SPACES REQUIRED PER COD 352 SPACES 35% REDUCTION ALLOWED PER 3-29-19 APPROVAL LETTER -123 SPACES TOTAL REQUIRED PARKING 229 SPACES PROVIDED PARKING SPACES GARAGE PARKING (INCLUDES 7TAN DEM SPACES - SEE NOTE BELOW) 84 SPACES DECK PARKING OFF-STREET PARKING 80 SPACES INGLEWOOD PARKING 18 SPACES TOTAL PARKING PROVIDED 234 SPACES TANDEM SPACE PARKING NOTE TANDEM PARKING SPACES BELONG TO THE SAME DWELLING UNIT. TANDEM SPACES ARE TO BE STRIPED "RESERVED" AS SHON ON THE SITE PLAN. ADA PARKING ADA PARKING REQUIRED NUMBER OF PARKING SPACES PROVIDED IN FACILITY MINIMUM # ACCESSIBLE SPACES 76-100 SPACES 4 100-150 SPACES 5 1 OUT OF 8 SPACES TO BE VAN ACCESSIBLE PER FACILITY 1 VAN SPACE EACH SITE REQUIREMENT: SURFACE LOT (92 SPACES) 4ADA SPACES, INCL. 1 VAN STRUCTURED PARKING (139 SPACES) 5 ADA SPACES, INCL. 1 VAN ADA PARKING PROVIDED SURFACE LOT 4 ADA SPACES, INCL. 1 VAN STRUCTURED PARKING 5 ADA SPACES, INCL. 1 VAN LOADING SPACES LOADING SPACES REQUIRED 1 SP FOR THE FRIST 8,000 SF PLUS 1 FOR EACH REQUIREMENT: ADDITIONAL 20,000 SF 1 LOADING SPACE LOADING SPACES PROVIDED 1 LOADING SPACE PHASE 1 REQUIRED PARKING SPACES TOWNHOUSES 49 UNITS REQU ESTED TOWN HOUSE PARKING RATE * 1.75SPACES/UNIT TOTAL PARKING SPACES REQUIRED 86 SPACES * REFER TO SEPARATE PARKING REDUCTION REQU EST THAT PROVIDES JUSTIFICATION FOR PARKING RATES PARKING PROVIDED GARAGE PARKING: (21) - 1-CAR GARAGE UNITS (LOTS 1-21) 21 SPACES (28) - 2-CAR GARAGE UNITS (LOTS 62-89) 56 SPACES OFF-STREET PARKING 9 SPACES 1NGLEWOOD PARKING 6 SPACES TOTAL PARKING PROVIDED 92 SPACES TOTAL PARKING BLOCK D2 TOTAL PARKING REQUIRED PHASE 1 86 SPACES PHASE 2 229 SPACES TOTAL PARKING REQUIRED 315 SPACES BLOCK D2 TOTAL PARKING PROVIDED PHASE 1 92 SPACES AS 51 V V V V V V V V V V V V V V I I I V V V V V V v v 511 PAC TOTAL PARKING PROVIDED 326 SPACES EDISCALE ENGINEERING Fengineer: NSTEIN/CHRISTOPHER 2, LLC 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com Z LU 2 z LU G Q a d LU N 0 Q 2 N I CL nl CV 0 V O O �t " J Q0 y M L F. S Lic. No. 33028 09001/3/22of �TSIONAL ti6�\* sheet title: PARKING TABULATIONS sheet # 5 scale: NONE date: OF 25 3/4/2019 @ 2020 - 30 SCALE, LL I I TMP61W-3-P1A v LINDSLAKE GAYLE LLC z D.B.A 2813, PG 445 4 I D.B. 880, PG 595 P LAT I USE: n OHU , 0mv --9 orw ' �PDROP� 4, I Ij 17 I SE: RESIDENTIAL � INTERPARCEL PEDESTRIAN I o f I O CONNECTION WITH BIKE J N I Q I TRAMP - PROVIDE HANDRAIL I J I I I BOTH SIDES - SEE DETAIL J I o I - I I EX. SHED �O I� I I 20' DRAINAGE & I Ex ' I I EET 20 O UTILITY EASEMENT LIGHT Pp(E S I L . _f o � ( Tt�*I I I I DB 704 P 515, 517 (PLAT) 17 Z OR D SHEETS J I � ) SEE L S I EX 23' INGRESS/EGRISS ETTERS OF I I I c>O I , j* I EXVEPCOESMT FOR DETAILS EX. 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TED LI HT O (SEES EET 17 OR DET IL) BUILDING 3'R (2431 I I I I 9° 35 o I OVERH NG I I ACCESS EASEME -.I ATER AND SA ,. , - � U LITY C NC WH EL (DB 5281 PG 3 SEW ESMT -_--- R OM STOP ITYP) ROP T NCH DR IN I ' 5281 PG 32 -1 €k STREE[�ST I 2 I E RANCB o (SEE SHEET 20 OR DETAIL) 18.0' NO U ENTER SIGN I - z- PHASE Ao I (g) ADA PARKING SIGNS SA LINE i 6 )( i t d R R 6" INTERIOR o a N I o �jj8" SAN LATERAL i ARKIN6 SIGN DA �� _ u I I WALL I I '� : + W ( ❑ o ® m o IIQ011 l7d 0OWw"z I I CO 6" SAN LATERALi I n o R I I I z; z p w 12 2; - Il�zll N m o m X. ARV ? 6 D ENTRANCE B I Y- II II EXT. C RRIDOR o m N o �F� e __ _ _MULTI- AMILY _ _ _ _ _ _ _ _ v z m W m yT - - -- - - - - - 9 - IRF LE ELS26 OFFCE �mW O I ® I 1 V • I S 12 INTERIOR I 160 APARTMENT UNITS COLUMN LINES (TYP) STAIR ti I „ o�� 9. EX I E -----D WALL I I (20,000 GSF) FOR INFO ONLY. z 18.0' 2 .0' RE ❑ v v VARIABLE IDTH I I I ' .. u� S E DETAIL #2 i I REFER TO ARCH PLAN EX. 10'-WIDE SWM FACILITY z .. EASE ENT X. 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DRAINAGE I vy LOBBY UTILITIES TO BE AND PEDES L MAX HT = 1.0' DB 4160 PG 199 FACILITY E SEMENT 4 CLEAR a < EASEMENT REMOVE PORTIO OF CONCRETE LO B BY I ADJUSTED TO ROLL TOP CURB AND PROVIDE STRIPED I (±6,000 GSF) MATCH FINAL (118-LF) I 12" EXTERIOR z ASPHALT/PUNTING MEDIAN I I POWER I 6"(PVCSCO DENSER DRA N o L- o U¢ v I DB 4716 PG 743 ST (SEED TAILSHEET9A) I i I I AP -`" GRADE I BUILDING WALL �� U = c� 5, V I I BUILDING 12" PVC ROOF DRA N X o _ BLDO Vt RHANG(� - II - -- -- -- -- --- --il ,. .. ... .. t1GU-� �� I I I (J i UGU UGU h i�------ --- ---- UGU' ------- --- - U ------ --- --- '`____- - --UGU _--UGU T1GC1 1�--=UlG1L---� _ GU -------- _- GU UGU ---- _ - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sa�� t: *_ - - VAULT _ I I - 8___p_u_1_LLmB011x___j /HANDP ILS. B, POWER VALVE � APPROX. 440' TO HYDRAULIC ROAD; i I ~ 1 Pr L INTERSECTION 67 ' I I I , DRILL HOLE OI FOUND _: ;O) ;01 cno STOP AND EXGASLINEEASEMENT I 27 ! PROP. HANDRAILS rN. „ INGLEWOOD DRIVE ; **CONTRACTOR TO RE -STRIPE HATCHED + STREET SIGN DB 4186 PG 321 -- (NP) n (PRIVATE ROAD) `26 U % I 25 24 ,, AREA AT EACH END OF INGLEWOOD o 23 W W W ;/v O SAN SAN SAN SAN S N SAN SAN SANS N� - ✓ PARKING AS SHOWN STOP SIGN DRILL HOLE SET / / # RETA WALL ."1" # 10 ! STOP SIGN ¢ N MAX HT = 4.0' # N # I STOP , p (364-LF) EX 23' INGRESS/ LOT D3 = r SIGN I Z EGRESS EASEMENT TMP 61W-3-24 �' I y A STOPISIGN 68 ! I I a I - MACFARLANE STONEFIELD, LLC D z 1109.11 y DB 4135 PG 249 co PARCEL 1 ii DB 4135 PG 215 PLAT ZONED o y DB 4165 PGG 001 EX PUBLIC TIME 61W-3-19A I I I a - � DB 4135 PG 215 (PLAT) I DRAINAGE EASEMENT OCT STONEFIELD PROPERTY I I mDB 4135 PC 249 OWNER LLC I �I EX 20' SEWER EASEMENT DB 4135 PG 215 PLAT DB 4857 PG 503 i I I I I I z jl DB 4391 PG 331 ZONED NMD I I I I I WI-EXREEN IN TFIELD„SECTIOI3D.B 697, PG 425-426 P T 0 20 40 60 D.B. 703, PG 732 PLASCALE: 1"=20' NC. PAD I D B. 704, PG 517 PLA I I DIB. 712, PG 689 PLATX I I I I I ZONED R10 AND 3 I I it I F- - SITE PLAN NOTES EASEMENT MAINTENANCE NOTES HANDRAIL AND RAILING NOTE MECHANICAL EQUIPMENT NOTE FIELD QUALITY CONTROL NOTE - SOIL TESTING 1. THE SANITARY SEWER MAINS AND WATERMAINS WITHIN THE ACSA CONTRACTOR TO FURNISH HANDRAILS FOR STEPS AND RETAINING WALLS AS VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING EASEMENTS ARE TO BE MAINTAINED BY THE ALBEMARLE COUNTY SERVICE REQUIRED BY THE BUILDING CODE. HANDRAIL LOCATIONS AS SHOWN ON THIS ENTRANCE CORRIDOR SHALL BE ELIMINATED FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS AUTHORITY. PLAN ARE FOR GUIDANCE ONLY. PROJECT. REFER TO TESTING REQUIREMENTS UNDER 3.14 ON 2. THE STORM DRAINAGE SYSTEM SHALL BE MAINTAINED BY THE OWNER OF WINDOW REFLECTANCE NOTE SHEET 25 OF SITE PLAN AMENDMENT AND SHEET 15 OF VSMP PHASE TWO. FIRE MARSHAL NOTE - KNOX BOX WINDOWS SHALL NOT BE HIGHLY TINTED OR HIGHLY AMENDMENT. 3. THE STREETS ARE BE PRIVATELY OWNED AND MAINTAINED AND THE RELOCATED ACCESSS EASEMENTS WILL BE SHOWN ON THE FINAL PLAT. A KNOX BOX FOR FIRE AND RESCUE ACCESS IS REQUIRED. LOCATION OF KNOX REFLECTIVE. VISIBLE LIGHT TRANSMITTANCE (VLT) SHALL NOT BOX IS TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. DROP BELOW 40%, AND VISIBLE LIGHT REFLECTANCE (VLR) SHALL NOT EXCEED 30% TMP 61W-3-19A OCT STONEFIELD PROPERTY OWNER LLC DB 4857 PG 503 ZONED NMD BUILDING/PARKING ELEVATION SCHEMATIC N. T. S. REVISIONS # DESCRIPTION DATE 1 LOR #1 3/19/2020 2 LOR #2 6/3/2020 3 LOR #3 9/30/2021 INGLEWOOD n a m O I Nloz o Cn I NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. EMSCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com N Lu ( ) W CL z `V W N G z V Q J O � J r-I 11-0 W C� G I 0 C) Q J 2 Lu ftwaftft LL Lu z O c� FL;OUT PLAN sheet # 7 OF 25 scale: 111=20' date: 12/11/2020 © 2020 - 30 SCALE, Ll Iw nl TMP 61 W-3 21A EX. BR I I I I I I I I I I I p LINDA BLAKE GAYLE LLC WALLREEN i I I_ i I „W STFIELD,�� SFrT10I T I I I I Z D.B. 2813, PG 445 _ 1 I I P��` I I / \ _ I I D. B I D.B. 880, PG 595 P I I 7 25-426 PT I NED C T _ I _ - - - D.B. 703, PG 732 PLA I I / I I �I- I �I- I I R 7nn USE: nnnnnA� // � EX. CONr u,,,1 I - � D13 I_.." ru of / PLT I I I i I _ I' I I / II I I I -FI \ 712.,, PG 689 PLAT I -4- -� - - I - \ ZONED R10 AND R1 I I I - I\ \ ` I_ \ PE: RESIDENTIAL, I I I SO I I FOR DITCH LINING CALCULATIONS, I - �-\, I LI ITS OF J rt I I I SEE SHEET 12 OF SITE PLAN AND V i ` - i- *-- I� _ �� � �I I \ 1 J I Q o `rE* /. SHEET 8 OF VSMP v I I I / 18.0 TW /, I_ `� \ - I \ I O� DISTURBAN E I EX. HED J �13.0 / / / I H #1 ( 64 LF) o \ I I I `� S HT� i DRAINlI - USE EC 31LINING I o~ - - EX. SHED O I `�O UTILTTY-EAS€MENT EX. ST L \ �F\I I Q> - -(P- EX ES DB 515, 517 LP AT)� - J \� \ I J )SEE LETTERSEX I TOP - EX. RErAMG o `t I ERMIS ION FO F I I I �OTt I I 1* I EASEM NGRESS/EGRESS X - 78/ 5ti° (SEE S� E= TH F BERM _ N/A _ �� \ \ ��� o OFF ITE TEPp R I I 9 ENT FOR FUTURE _ 6 D o HE \ I J Rq * O c� I HOUSTON I GRA ING I I I I `rid �s EXTENSION STREET I RET TO INSTALL 'O I * �f` ,- L _ 1+00 I - 19.5 B \ \ z8� I INING I{yALL „A,_ I TDB 4135 PG 249 520 20 15 \ (2 4 SF� o _ I DB 4135 PG 215 PLA I �18 _ ` �16\yy I t EX. SHE DI - _ I j r16 17 - \ 1 I \ 11.8' HT Z `B (EEC 3 1+80 I EX. 1 PRI ATE 1 20 \ ,--- a ) _ J�- \ ' LANDS P ESMT TC 18 0 �4 \�� APPROX. LOC. I �� IN� _j I J I o I U�EOGRID EX. SHED I EX SHp- J I - 126 (DB SZ8 P 322) TC ---- - ---- � I- n 140 LTti 4_1\ 19T EX.2 A �- _ -3 _ H80 0 --N42° 4�4.19 1.58W I �• WA CS -�_- -_-4.5 TW (TBR)_ _ 1 0 HT I ' 0) +00 - _ + T I 100 322,28 Z. ..:, . _ 1 L ._. 07 10-'.•.�+ ... X �Bp SM) 6 •, . � 165 � 17- 4 � �0 (D 81 322 _ SA - -70 Nb'A _ - E WI E S \ EX. 10 _ D 4 10 - \ \ \ -� ACC S M F ILI \ DITCH #2A (0+00 10- m m Ui3EITf \ _ ES E _ \ 20 TO 0+56) USE CL 1 AREA RIP -RAP LINING 174 EX. 170 C �ACILI 8 SWM - RETAINING WALL "A.. EMENT 2 ACCESS PATH EX. ONE-WAY _ A m e SIGN ® I IA I I (D 52 PG 370 �0 10' GRADING ,f 86 . I EX. P RK • • 75 . : ,173 8 / ) EASEMENT I I I 5 S I ( 16TC _ DB 4135 PG 249 17- . 17-7G 17- . ' 17- . 1 4 I _,ter L� A A .X .'?�. i<, S \ 6 O I 510 --) J _ _ _ _ _ • - 1� 173 LQ _ I 0 TDB 4135 PG 215 PLAT RESERVED RESERVED RESERVED I CQ w EX. ACSA VARIABLE WIDTH = 1 \ \ , / 0 9 z EASEMENT I o I I I 1 \ \ / I 12. T}0.✓ •_ - O 87 O DB 4716 PG 743 U 07T O6 2A /65 BW -^ • 5 r7_e,zas• _ = • •' ' RESERVED \ / T • - \, 88 z 1 I V fi I\ EX. 1oX18 SW 7 0 DRAINAGE I EX.B'=22'SWM I PARKING LEVEL 1'� // j / 0•_- 0 I I "� ABILITY EASEMEN ESMT I^ (DB 5281 PG 37 PG 212 6A FACILI EASEMENT X \ \� \ \ �� �/ 1 �� / i ❑ I o I (DB 52181 PG 370) I(84 SPACES, INCLUDES 7 TANDEM SPACES) \ / I \\ \ - / % �� I 0 0 40 \ I I I 6 \ \ 89 112 5.1, _i I I I (" ❑J NVA - EX. f0"96iDE SWIM FACI I Eif R WID ACS 3i 1 I I \ 510 ACCESS EASEME - ATER AND SA (DB 5281 PG 3 Q SEW ESMT. - €k STREETZST 245281 PG 322) / I _ - 506 i NOT ENTER SIGN - - PHASE �Q / SA LINE _ � , II II ---- - - - ----- o;;f- i2YJ.2' ' • I I 7.• � I II s O II \ �' � _ _ EXT. RRIDOR BF=504.o_�-I-ULTI-AM_LY= -- ___ _� -�--� --- - FF=517.5 LE EL52 6 O�CE _ L 160 APARTMENT UNITS (20,000 GSF) VARIABLEIDT E EX. 10ST' AWIR DE SWIM �ACILITY 12 2' ENF ACCESS EASEMENT 64 6& 4716 P 3 743 I I I (DB PG 370) Wes°` 62---- - - -- _ { \ I I MARKER PO TS 02.4 TW EX 15' POWER ESMT -LO B BYE SEE SHEET 8 FOR AND PEDESTAL 01.4 BW DB 4160 PG 199 EX. Y EASEMENT ' SWM TYPICAL SECTION-B / 1.0' HT I FACILITY EASEMENT +6,000 Gc, '�- p2.4 TW I ��(QB 528 PG 370) � �I ST I I \ I I-- % I \ ;• - 5 ��) AND MAX SLOPES / I VAAULT Q 04H W 01.4 BW I PLOP. BLD WALL I I _�� L L - - I B -- 10_HT -- -- - T �1GU--I I (0 - UGU ��1G14- - 02-- - 035 `===�351 03- �-���� - = ==�l1�ll= - - - - ----------- - -- 02 tt -------- - UG--------- O1- - - �� I _ 4 99- 1.7 TW OM POWER VALVE I �_ 4RP TC 9 2 8W �01.7 W P LBOX OT6TOW 00.4 T A TW -/0 -rW 01.6 TW 01.7 TW l 01.7 TW 01.7 1 01. TW _VAULT - R. C �8W - - 97 BW 96.4 BW 1 - 96 BW I 97 4 BW76= 98.7 BW97.9 BW 95D BpJ 00. BW APPROX. 440' TO HYDRAULIC ROAD; (98.2 TC 32' N B 39 FIT RT- �U HT� 0 H� .0' 3U'H HT- Z7' R r �. 67 ; I I 97.5 TC (96.7 TC) (96.4 T, (96.2 TC) (96.4 TC) INTERSECTION / g (96.6 TC) (97.7 TC) (97.9 TC) (98.0 TC) (99.3 TC) EX GASLINE EASEMENT 271 o INGLEWOOD DRIVE 1 / STR zs.z DB 4186 PG 321 -- (26 U ' I �25 24 LIMITS OF STOP SIGN (PRIVATEROAD) EX TOP=499.57 W W W ( V Q SAN SAN SAN SAN S N SAN SAN SAN- SANo - DISTURBANCE D ABANDON EX. MANHOLE # # ---- --- ,10 -- ---STOPSIGN 2 II I I � m N O 0 O n•, co m N ,,., pp r M r Vr d Q N W W �C' Z (T C T m � rI ZGo Q N A �w 0� � m CD '� r W Qz v CD V IRF ❑ I � EX. DRAINAGE IJ I EASEMENT DB 4716 PG 743 ti n I'= m # I STOP .O EX 23' INGRESS/ LOT D3 I 2 SIGN I I Z EGRESS EASEMENT TMP 61W- k24 I y I A O , 68 I BM#1 I a 0 - MACFARLANESTONEFIELD,LLC D z 1109.1; d y DB 4135 PG 249 Cn ZONED NMD PARCEL 1 n -{ PARCEL 1 Z7 0 • y DB 4135 PG 215 PLAT DB 4165 PG 001 I EX PUBLIC TMP 61W-3-19A ¢ m O TMP 61W-3-19A I I a m I - I DRAINAGE EASEMENT I 0 I o Z a IDS 4135 PG 215 (PLAT) OCT STONEFIELD PROPERTY OWNER LLC n OCT STONEFIELD PROPERTY I I m DB 4135 PG 249 p Cn o EX 20' SEWER EASEMENT DB 4857 PG 503 0 20 40 60 -I OWNER LLC I I cn DB 4135 PG 215 PLAT ZONED NMD w DB 4857 PG 503 I I I I I z DB 4391 PG 331 SCALE: 1 "=20' I ;� z ZONED NMD m 3 I II I I II FIELD QUALITY CONTROL NOTE - SOIL TESTING i a l ~ GRADING PLAN 3.14 - FIELD QUALITY CONTROL: THE CONTRACTOR SHALL SEE PLAN FOR WIDTH 1 4" ** SUBGRADE SHALL BE #4 @12" E.W. r . ` 3000 PSI CONCRETE ` •'''.'� • 4,QOQPSt CORICRET� COMPACTED TO MINIMUM 95% t8"' 21-A STONE 4"MIN. DENSITY AT OPTIMUM MOISTURE 21-A STONE MIN. CONTENT IN ACCORDANCE WITH F COMPACTED SUBGRADE** AASHTOT99. COMPACTED SUBGRADE** u s CONCRETE SIDEWALK TYPICAL SECTION DUMPSTER PAD TYPICAL SECTION m PAVEMENT EC-3 (SEE PLAN EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL -OR LOCATION) SOILTESTING REQUIRED FOR THIS PROJECT. REFER TO TESTING REQUIREMENTS UNDER 3.14 ON SHEET 25. �RM BERM TYPICAL SECTION NTS NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING MAINTAINING UNOBSTRUCTED ACCESS FOR THE RESIDENTS OF THE PHASE 1 TOWNHOUSES AT STONEFIELD AT ALL TIMES DURING CONSTRUCTION. _�--DRILL HOLE wog FOUND / STOP AND 3 STREET SIGN / DRILL HOLE SET 0 / STOP SIGN R / • WWW1 1 ODISCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com N LU ( I z Q LID z ^ 1 ` V `V N LU Q 0 z V o Q J O � J r-I LEI O C) LU ftwaftft LL LU z O F(DING PLAN sheet # 9 OF 25 scale: 111=20' date: 3/4/2019 @ 2021- 30 SCALE, LLC EX. ROLL-TOP CURB TO BE REPLACED IF CRACKED,AS DETERMINED IN THE FIELD. MINIMUM 1-1/2" THICK ASPHALT SURFACE COURSE (SEE PLAN FOR LIMITS OF MILLING - FIELD ADJUST AS NECESSARY) 9.0' 3.0' MATCH EXISTING EDGE OF PAVEMENT GRADE AT EDGE OF GUTTER PAN MEDIAN CROSS-SECTION 1 MINIMUM 1-1/2" THICK ASPHALT SURFACE COURSE EXISTING (SEE PLAN FOR LIMITS OF MILLING - ASHPALT FIELD ADJUST AS NECESSARY) 9.0' SUBBASE COMPACTED SUBGRADE SEX. ROLL-TOP CURB TO BE ** MAINTAIN EXISTING REMOVED PAVEMENT CROSS SLOPE I A II107IA►[ykoffigfb ► ;1409[QL%a •' rlrl 0 5 10 15 SCALE: 1 "=5' W K APPROX. LOCATION WALL PACK LIGHT FIXTURE (TYP) MATCHLINE SEE SHEET 9B CONC. SIDEWALK 031 ---------------- 035X _--- 035X UGU � UGU — — — — � UGU � UGU UGU � 02 � _.. — � iru � UGU 7 ODISCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com z z z nl z m O L v w J z � w m I Q ¢ z W = o CL z N N N Lu Q 0 ` I z i z V o Q J O � J r—I w tz i2 0 C) Q J Lu ftwaftft ILL Lu u z 0 J O oc N w 7 O le sheet title: SITE PLAN GRADING DETAIL sheet # 9AOF 25 scale: 111=5' date: 3/4/2019 MATCHLINE SEE SHEET 9C © 2021- 30 SCALE, LLC REVISIONS # DESCRIPTION DATE 1 LOR #1 3/19/2020 2 LOR #2 6 3/2020 3 LOR #3 9/30/2021 2 0 5 10 15 SCALE: 1 "=5' 15 BOTTOM OF BUILDING) OVERHANG ELEVATION = 515.18 FACE OF BUILDING (BRICK) HANDRAIL MOUNTED ON BUILDING -MOUNTED TOP OF FILTERRA HANDRAIL 510 (42" ABOVE RAMP GRADE) 510 PROP. GRASS TOP OF FILTERRA STRUCTUR 3.67' (44") CLEAR TCONCRETE LANDING) aD /� CURB AND) UPHILL AND ADJACENT CONCRETE C� .M.5 rr� TO CII TCDDA I RAMP ,rjn5 FILTERRA �i STRUCTURE SECTION C-C' HORIZ. SCALE: 1"=2' VERT. SCALE: V=4' 515 515 BOTTOM OF BUILDING OVERHANG ELEVATION = 515.18 FACE OF BUILDING (BRICK) HANDRAIL MOUNTED ON BUILDING -MOUNTED TOP OF FILTERRA HANDRAIL (42" ABOVE RAMP GRADE) 510 510 TOP OF FILTERRA STRUCTURE 3.67' (44") CLEAR a CONCRETE CURBAND o RAMP 505 505 GUTTER FILTERRA SECTION B-B' HORIZ. SCALE: 1"=2' VERT. SCALE: V=4' 515 515 BOTTOM OF BUILDING OVERHANG ELEVATION = 515.18 FACE OF BUILDING (BRICK) SI III DING -MOUNT HANDRAIL MOUNTED ON HANDRAIL TOP OF FILTERRA 510 510 TOP OF FILTERRA STRUCTURE 3.67' 44" CLEAR I CONCRETE 505 505 LUKt$ mu — GUTTER FILTERRA STRUCTURE SECTION A -A' HORIZ. SCALE: 1"=2' VERT. SCALE: 1"=4' NVS 1 L, 0 W F ku 09TC 2' NOSE DOWN CURB I �a Ut I / NOSE / DOWNN CURB I C 07LO TC B FILTERRA — STRUCTURE A — O6TC STORM SEWER CURB INLET I 2' NOSE DOWN CURB 055 2.0% 09 8 9 A� P U 7 PAJ Ii 01 pm vi;oilvof*l1 • • 1 0575 Y� 0705 07op� LANDING 0702 'TOP 0 1 v Ce w 09 w 07fj� X a 0 < 1 tV (V �677 10614 x.1.%' 0612 0 A WATER METER VAULT #1 WATER METER VAULT #2 A 049 X 04� X A � VENT OPENING (2) GAS METERS GAS RISER (SHIFTED 5' UPHILL) CI BUILDING OVERHANG . BOTTOM ELEVATION = 515.18 > HANDRAIL B —0650 —0622 CENTER OF 36" 1 EGRESS -ONLY DOOR /—� FLOOR ELEV=506.19 0618 —60" X 44" LANDING FDC 2' NOSE DOWN CURB UTILITY ROOM ' DOUBLE DOOR ELEV AT DOOR = 506.15 BUILDING LOBBY FF=504.04 MATCHLINE SEE SHEET 9A ODISCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com Q Z_ z z O v w J ca w m I Q Q z Lu CL z N N N ILL] G 0 z V 0 Q J O J r-I LEI C� G I O ILL Lu u z 0 J Q O oc N (� a w O u U Q sheet title: SITE PLAN GRADING DETAIL sheet # 9 B OF 25 scale: 111 =51 date: 3/4/2019 @ 2021- 30 SCALE, LLC REVISIONS # DESCRIPTION DATE 1 LOR #1 3/19/2020 2 LOR #2 6/3/2020 3 LOR #3 9/30/2021 7v2 0 5 10 15 SCALE: 1 "=5' �J I 4'A" O.C. S/." NIPS PIPE PICKET I I 4�/" O.Q s/." SOLID PICKET RAIL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 30 FEET. 2016 ROAD & BRIDGE STANDARDS POSTS 2" MIN, NPS 12.375" O.D.) SCHEDULE 80 PIPE RAILS 2" MIN. NPS (2,375" O.D.) SCHEDULE 40 PIPE PICKETS J 31.' MIN. NPS (1.05" O.D.) SCHEDULE 40 PIP (FOR USE ALONG SIDEWALKS AND RAMPS) SEE ROADWAY PLANS I OR TYPICAL SECTIONSFOR DISTANCE TO IA" NPS SCHEDULE 40 SIDEWALK OR SHARED GRIPPING RAIL USE PATH. ICRETE FOOTING TO DESIGNED BASED ON�12r-ANCGRIPPING RAIL DETAIL CONDITIONS. LTS (FOR USE ALONG SIDEWALKS AND RAMPS) GRIPPING RAIL SHALL BE INSTALLED WHEN THE SIDEWALK OR RAMP GRADES ARE EOL EARTH FOUNDATION DETAIL RTO AIL R GREATER L BE N THANAL TOTHECOST al' (FOR USE WITH TYPE II& IIIRNLINGS) THE RAILING. I�MAX. 6'-0"i , MAX. PICKE 0" SEE ROAD PLANS 41A" O.C. $A" KIPSSOLID PIPE PICKET r4I FOR RETAINING rolls' O.C. s/"" SOLID PICKET f 4 I WALL DETAILS - RAIL EXPANSION JOINTS AT NTERVALS NOT EXCEEDING 30 FEET. RETAINING WALL EXPANSION JOINTS I "3" MAX. POSTS , 2" MIN, NPS (2.375" O.D.) SCHEDULE 80 PIPE RAILS : 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE PICKETS ; N" JAIN. NPS (1,05" O.D.) SCHEDULE 40 PIPI MAX. 6'-0" )STS : 1'/2" MIN. NPS 0.90" O.D.) SCHEDULE 80 PIPE AILS : 11/2" MIN. NPS 0.90" O.D.) SCHEDULE 40 PIPE HR-1 TYPE I HANDRAIL (FOR USE ALONG STEPS) 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, ASTM A563. AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 36. 4, A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS, S. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. 6. HANDRALS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. 7. ALL POSTS 40 PICKETS SHALL BE SET PLUMB. B. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE WITH ST-D. FE-6. 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU OF DESIGNING AND FABRICATING THE RAILING. DOCUMENTATION FROM THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN ACCORDANCE WITH NOTE 1. 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD ERE"°E STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET 1 OF 1 504 504 VIRCINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 2016 ROAD & BRIDGE STANDARDS HANDRAIL DETAIL ODISCALE ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com pr z z z nl z 0 L v w J QC L W m I— Q Q z W = o CL z N N N W 2 0 z V o Q J O � J r—I w tz Q0 O C) Q J Lu ftwaftft LL W z 0 J Q O L^ K (n ■ w O ]G U Q sheet title: SITE PLAN GRADING DETAIL sheet # 9C OF25 scale: 111 =51 date: 3/4/2019 @ 2020 - 30 SCALE, L 6• ,. �.•1 ,• ■ suvi I •I�r NYE 21 • . /A,, phi q��♦ J .�, n•..vr.�� �j I ARE Il • • r i. 1�� ��' ����►WITH Ph OVIII svl� —Nor 31 ►M "mill Vey, an - • � � = - "— --'�'.►i��"� � � =tea • -- 1 >;-- ••' r:' 1 i I SIR SIGN I OW �ANUNLA IINU . •IS INCLUDEDOC A. �I •� ":�i� b� /`b Ali �� •: �i� . WITH PHASE 1 z Join ZSBULATIONS 87 i� 88 - ��I� %1�-�! i ce: �� ` C► / � . r. pp all MARKER POSTS AND PEDESTAI aft I ry I!IIII■1 ■IIIIII ■ ■IIIIII .��v�.,�� � !• ;;®—�-- �:� ���i=b, _ � EASEMENT 504 62 Irv�_II.i.wa\�im�—_�f_� l�`�r� J\r\� i. — • r 1�����. �i4I , ����ia•�r` :i ' ��I�`C!, •� • f \� . • . � �,� - ----• Is ----• -� E � —� 7�� ��-"�i■_ ��i�� ��•: •`�� _ -; : � • `�'"" �y3_._—�:�.��i��/� - - - ��wi-_ — ��_ jt�:= _ =-i� �iil�%�iG�-%i� s�'�.r�',:1�1��' ram_ a���f_i��%�i���i��%— ����:. �! 1 1` • IVA (18 Lm APPROX. 441 HYDRAULIC 0=1 MISS r1•• IINTERSECTION Ill IVU - - - - ■ ■ ■ O• j ■ ■ --- - - -- - - - 'SONnow • o0 —DRILL HOLE FOUND / OR AND BEET SIGN / —DRILL HOLE SET �� r EMSCA E ENGINEERING owner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC engineer: 30 SCALE, LLC 871JUSTIN DRIVE PALMYRAI VA 22963 1434.242.2866 e: mike@30scale.com web: www.30scale.com a W CL z N `V LCu N G Q —t/ z V o Q J O � a J r-I � w oo Q0 O C) W ftwaftft LL �V G z 0 J Q O K L^ a 0 le u a sheet title: LANDSCAPE PLAN sheet # 140F 25 scale: 1"=20' date: 3/4/2019 @ 2020 - 30 SCALE, LLC REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL TAMP OR WATER TOPSOIL — MIXTURE AT 6" INTERVALS; WATER THOROUGHLY WHEN HOLE IS 2/3 FULL 3" MULCH —3" EARTH BERM TO FORM SAUCER +-1-------•-----._; BACKFILL 1 MIN 6" BEYOND j- ROOIEIALL ..4. _� � LOOSEN SUBSOIL AT 60 MINIMUM BETWEEN } B07TOM OF EXCAVATION BALL AND BOTTOM OF TOr" MIN DEPTH, TAMP EXCAVATION EVERGREEN SHRUB PLANTING DETAIL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL TAMP OR WATER TOPSOIL — MIXTURE AT 6" INTERVALS; WATER THOROUGHLY WHEN HOLE IS 2/3 FULL 6" MINIMUM BETWEEN BALL AND BOTTOM OF EXCAVATION Central leader. (See crown observations detail). Trunk caliper shall meet ANSI Z60 current edition for root ball size. Root ball modified as required. Round -topped soil berm 4" high x 8" wide above root ball surface shall be constructed around the root ball. Berm shall begin at root ball periphery. Existing soil. Slope sides of loosened soil. Bottom of root ball rests on existing or recompacted soil. A 3" MULCH 3" EARTH BERM TO FORM SAUCER DECIDUOUS SHRUB PLANTING DETAIL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) ax wicesr Dimension or rom can. I TREE PLANTING DETAIL LANDSCAPE NOTES BACKFILL MIN 6" BEYOND ROOTBALL LOOSEN SUBSOIL AT BOTTOM OF EXCAVATION TCI A" MIN DEPTH, TAMP Top of root ball shall be flush with finished grade. Prior to mulching, lightly tamp soil around the root ball in 6" lifts to brace tree. Do not over compact. When the planting hole has been backfilled, pour water around the root ball to settle the soil. Loosened soil. Dig and turn the soil to reduce compaction to the area and depth shown. 4" layer of mulch. No more than 1" of mulch on top of root ball. (See specifications for mulch). Finished grade. Notes: 1- Trees shall be of quality prescribed in crown observations and root observations details and specifications. 2- See specifications for further requirements related to this detail. URBAN TREE FOUNDATION ® 2014 OPEN SOURCE FREE TO USE INTERIOR PARKING LOT PLANTING MAP SCALE: 1"=50' PARKING LOT ISLAND AREAS AREA# SF 1 100 2 142 3 126 4 125 5 168 6 135 7 113 8 268 10 234 12 129 13 112 14 78 15 154 TOTAL 2,084 SF 1. THE CONTRACTOR SHALL PROVIDE ALL PLANTS, LABOR, EQUIPMENT, SUPPLIES, MATERIAL, TRANSPORTATION, HANDLING AND STORAGE, AND PERFORMING ALL OPERATIONS IN CONNECTION WITH THE CONSTRUCTION OF THE LANDSCAPING IMPROVEMENTS AS SHOWN ON THE PLANS. 2. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY, AND SIZE AS INDICATED ON THE LANDSCAPE SCHEDULE, AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES. 3. PLANTS SHALL HAVE A STANDARD BALANCE BETWEEN HEIGHT, CROWN SPREAD, DIAMETER AND ROOT BALL SIZE ACCORDING TO THE ANSI Z60.1. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. 4. PLANTS SHALL BE SO TRAINED IN DEVELOPMENT AND APPEARANCE AS TO BE COMPACT AND SYMMETRICAL. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, WELL -BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF. PLANTS SHALL BE FREE OF DISEASE AND INSECT ADULTS, EGGS, PUPATE, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. 5. MULCH SHALL CONSIST OF SHREDDED BARK MULCH, WOOD CHIPS OR ROCK MULCH AS SPECIFIED ON THE DRAWINGS. MATERIAL SHALL BE UNIFORM IN SIZE, COLOR, QUALITY AND OVERALL APPEARANCE. MULCH SHALL BE FREE OF MATERIAL INJURIOUS TO PLANT GROWTH. SOURCES OF MULCH SHOULD BE FREE OF WEEDS AND INVASIVE PLANT PARTS OR SEEDS. SAWDUST, DIRT, GARBAGE, OR OTHER DEBRIS MIXED IN THE MULCH IS NOT ACCEPTABLE. 6. PLANTING SHALL BE DONE WHEN TEMPERATURES ARE ABOVE FREEZING, THE GROUND IS FROST FREE, AND THE SOIL IS IN A WORKABLE CONDITION. UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER, PLANTING OF TREES SHALL BE DONE BETWEEN MAY 1 AND OCTOBER 1. 7. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES AND EQUIPMENT REQUIRED TO ESTABLISH, MAINTAIN, AND PROTECT THE PLANTED AND SEEDED AREAS, FOR A ONE-YEAR PLANT ESTABLISHMENT PERIOD FROM DATE OF ACCEPTANCE OF THE INITIAL PLANTING OPERATIONS. HOWEVER, MAINTENANCE ACTIVITIES SHALL COMMENCE IMMEDIATELY AFTER EACH ITEM IS PLANTED OR WHEN AREAS HAVE BEEN SEEDED. 8. NO SUBSTITUTES SHALL BE ACCEPTED, EXCEPT WITH THE WRITTEN PERMISSION OF THE ENGINEER. THE CONTRACTOR SHALL SUBMIT ALL SUBSTITUTION REQUESTS, NOTING THE SOURCE OF PLANTS, LOCATION, SIZE, AND CONDITION, WITHIN THIRTY (30) DAYS OF RECEIVING THE NOTICE TO PROCEED. 9. ALL AREAS THAT ARE STEEPER THAN 3HAV ARE TO BE PLANTED WITH LOW MAINTENANCE GROUND COVER THAT DOES NOT REQUIRE MOWING. LANDSCAPING COMPUTATIONS TREE COVER COMPUTATIONS REQUIRED TREE COVER BLOCK D2 AREA 239,317 SF 10%TREE COVER REQUIRED 23,932 SF PROVIDED TREE COVER PHASE 1 TREE COVER PHASE 2 TREE COVER 13,643 SF TOTAL TREE COVER 30,854 SF OK INTERIOR PARKING LOT LANDSCAPING PHASE 1 PARKING LOT IMPERVIOUS AREA 3,240 SF 5% PARKING LOT LANDSCAPING REQUIRED 162 SF SHADE TREES (1/10 SPACES) FOR 9 SPACES 1 TREE PARKING LOT LANDSCAPING PROVIDED 400 SF OK PARKING LOT SHADE TREES PROVIDED 4 TREES OK PHASE 2 PARKING LOT IMPERVIOUS AREA 34,319 SF 5% PARKING LOT LANDSCAPING REQUIRED 1,716 SF SHADE TREES (1/10 SPACES) FOR 84 SPACES 8 TREES PARKING LOT LANDSCAPING PROVIDED 2,084 SF OK PARKING LOT SHADE TREES PROVIDED 8 TREES OK STREET TREES REQUIRED STREET TREES EC REQUIREMENT: LARGE TREES PLANTED 40 FEET ON CENTER INGLEWOOD DRIVE (440-LF) 11 TREES HOUSTON STREET (200 FT) 5 TREES BOND STREET (86 FEET) 2TREES PROVIDED STREETTREES INGLEWOOD DRIVE (440-LF) 11TREES OK HOUSTON STREET (200 FT) 5 TREES OK BOND STREET (86 FEET) 2TREES OK LANDSCAPE SCHEDULE SHADE TREES PH 1 PH 2 TOT COMMON NAME/ MIN CAL/ UNIT PHASE 1 PHASE 2 TOTAL SYM QTY QTY QTY BOTANICAL NAME MIN HT ROOT CANOPY CANOPY CANOPY CANOPY (SF/UNIT) (SF) (SF) (SF) AS 0 3 3 (GREEN MOUNTAIN) SUGAR MAPLE 2 1/2" B&B 195 0 585 585 ACER SACCHARUM (GREEN MOUNTAIN) AF 8 6 14 AUTUMN FLAME RED MAPLE 2 1/2" B&B 177 1416 1062 2478 ACER RUBRUM (AUTUMN FLAME) BN 3 0 3 (HERITAGE) RIVER BIRCH 21/2" B&B 397 1191 0 1191 BETULA NIGRA (HERITAGE) AN 0 3 3 GREEN COLUMN BLACK MAPLE 2 1/2" B&B 166 0 498 498 ACER NIGRUM (GREEN COLUMN) OG 4 4 8 (OCTOBER GLORY) RED MAPLE 2 1/2" B&B 397 1588 1588 3176 ACER RUBRUM (OCTOBER GLORY) PA 0 1 1 (BLOODGOOD) LONDON PLANE TREE 2 1/2" B&B 368 0 368 368 PLATANUS X ACERIFOLIA QP 14 2 16 HIGHTOWER WILLOW OAK 2 1/2" B&B 419 5866 838 6704 QUERCOS PHELLOS (HIGHTOWE R) ZS 0 12 ........................ 12 "GREEN VASE" ZELKOVA 2 1/2" B&B ......... 395 ... 0 4740 ... i 4740 ZELKOVA SERRATA "GREEN VASE" ORNAMENTAL TREES AG 13 1 14 FLAME AMUR MAPLE 6-T B&B 206 2678 206 2884 ACER GINNALA (FLAME) DW 7 0 7 FLOWERING DOGWOOD 6-T B&B 124 868 0 868 CORNUS FLORIDA OC 3 3 6 OKAME FLOWERING CHERRY 6-T B&B 99 297 297 594 PRUNUS INCISA (OKAME) RB 2 3 5 EASTERN REDBUD 6-7 B&B 124 248 372 620 CERCIS CANADENSIS SB 6 1 7 AUTUMN BRILLIANCE SERVICEBERRY 6-7 B&B 130 780 130 910 AMELANCHIER GRANDIFLORA (AUTUMN BRILLIANCE) EVERGREEN TREES AH 4 4 8 AMERICAN HOLLY 4-5' B&B 56 224 224 448 ILEX OPACA TO 0 23 23 EASTERN ARBORVITAE G-MIN B&B 10 0 230 230 THUJA OCCIDENTALIS IN 0 9 9 NELLIE R. STEVENS HOLLY G-MIN B&B 44 0 396 396 ILEX X (NELLIE R. STEVENS) IA 0 8 8 FOSTER HOLLY G-MIN B&B 16 0 128 128 ILEX X ATTENUATA (FOSTER) 64 83 147 TOTALS FOR TREES 15,156 SF 11,662 SF 26,818 SF EVERGREEN SHRUBS AB 18 0 18 GLOSSY ABELIA 1-1/2"-2 1/2" B&B 14 252 0 252 ABELIA GRANDIFLORA IH 18 5 23 NIGRAINKBERRY HOLLY 1-1/2"-2 1/2" B&B 23 414 115 529 ILEX GLABRA (NIGRA) DECIDUOUS SHRUBS AV 18 10 28 CHICAGO LUSTER ARROWWOOD VIBURNUM 1" - 11/2" B&B 31 558 310 868 VIBURNUM DENTATUM (CHICAGO LUSTER) PL 0 20 20 LUYKEN CHERRY LAUREL 1-1/2"-2 1/2" B&B 10 0 200 200 PRUNUS LAUROCERASUS (LUYKEN) RD 3 12 15 RED TWIG DOGWOOD 1" - 11/2" B&B 72 216 864 1080 CORNUS SERICEA WB 15 12 27 RED SPRITE WINTERBERRY 1" - 11/2" B&B 41 615 492 1107 ILEX VERTICILATA (RED SPRITE) 72 59 131 TOTALS FOR SHRUBS 2,055 SF 1,981 SF 4,036 SF PHASE 1 PHASE 2 TOTAL TOTAL CANOPY COVERAGE 17,211 SF 13,643 SF 30,854 SF �� s• r r 1 RDISCALE ENGINEERING )wner: OPZ BERNSTEIN/CHRISTOPHER 2, LLC angineer: 30 SCALE, LLC 871JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com N C1 V O J ca J Uj ftftftft Lilft Uj z O N I I 0 I C0— G Z Lic. No. 33028 09/30/2021 w of �sv �SSIONAL sheet title: LANDSCAPE CALCULATION AND DETAILS sheet # 150F2 scale: 1"=20' date: 3/4/2019 U Of F_ 0 J s w r w 0 X v