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SDP201800050 Letter of Revision 2020-08-10
APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT TAX MAP PARCELS TMP 46-19B1 LOCATION OF SITE ROUTE 29 (SEMINOLE TRAIL ROAD) AND STATE ROUTE 643 (POLO GROUNDS ROAD) RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA I� C1 �A =Y ♦ ILI 3 fficIM, .®�4 , h�Y� ONO Eli 121?ml- NAM I I INS COPYRIGHT ADC THE MAP PEOPLE PERMIT USE NO. 20602153-5 SCALE: 1"=2000' *OWNER: CROCK97TCORPORATION 435 PARK STREET CHARLOTTESVILLE, VA 22901 C) *APPLICANT: RNERBEND MANAGEMENT 321 EAST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 (434)245-4932 CONTACT: ALAN TAYLOR PREPARED BY ID JD I I II I.: 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349-4500 Fax: (540) 349-0321 VA@BohlerEng.com �\Iumavjibj "Go REFERENCES ♦ BOUNDARY & TOPOGRAPHIC/ALTA SURVEY: "ALTA/ACSM LAND TITLE SURVEY OF THE PROPERTY OF BRASS, INC." PREPARED BY: ROUDABUSH GALE PROJECT NUMBER: V152000 DATED: OCTOBER 18,2016 "PLAT SHOWING BROOKHILL BLOCK 4 BOUNDARY LINE ADJUSTMENT OF TMP'S 46-19B3 AND 46-19A" PREPARED BY: ROUDABUSH GALE PROJECT NUMBER: V152000 DATED: JUNE 6, 2018, REVISED: JULY 30, 2018, REVISED:OCTOBER 1, 2018 • CODE OF DEVELOPMENT: PREPARED BY: COLLINS ENGINEERING; VARIATIONS 1 AND 2 APPROVED SEPTEMBER 5, 2018 PROJECT NUMBER: V152000 ZMA APPLICATION NUMBER: ZMA201500007 DATED: JUNE 15, 2015 (REVISED OCTOBER 13, 2016) APPROVED NOVEMBER 9, 2016 • INITIAL SITE PLAN - SECTION 1 (BLOCK 4A): PREPARED BY: BOHLER ENGINEERING COUNTY PROJECT NUMBER: SDP2017-WO47 DATED: JULY 31, 2017 (REVISED: OCTOBER 11, 2017) (APPROVED: OCTOBER 20, 2017) • INITIAL SITE PLAN - SECTION 1 (BLOCK 461: PREPARED BY: BOHLER ENGINEERING COUNTY PROJECT NUMBER: SDP2018-00014 MARCH 5, 2018 (REVISED: MAY 24, 2018) (APPROVED: MAY 25, 2018) • ROAD IMPROVEMENT PLAN: PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V152000 DATED: JULY 31, 2017 (REVISED: MARCH 7, 2018) • BROOKHILL APARTMENTS: PREPARED BY: FUGLEBERG KOCH PAIPC PROJECT NUMBER: 5413 DATED: MAY 2, 2018 • WPO PLAN (WP020180051) FOR BROOKHILL BLOCKS 4A AND 413: PREPARED BY: BOHLER ENGINEERING PROJECT NUMBER: V152000 DATED: JUNE 8, 2018 ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5832 FAX: (434) 972<726 ♦ ALBEMARLE COUNTY SERVICE AUTHORITY 168 SPOTNAP ROAD CHARLOTTESVILLE, VA 22911 TEL: (434) 977-4511 FAX: (434) 878-0688 SWEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-100 SITE PLAN C-301 LIGHTING PLAN C-704 CONSTRUCTION DETAILS (BY OTHERS) C-901A NOTES: A SPECIAL USE PERMIT HAS BEEN APPROVED TO ALLOW GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT. APPLICATION NUMBER: SP201500025 APPROVED: NOVEMBER 9, 2016 F ".W z 03 gz UO zkc��oLL� LL ayF Cx7ozaN� Cry Fax 4 QOa KU QF-41 ❑ So A:uaat .....♦ `da I(�JI�I z F a o z a o 8 ITV O m aa0 gzQ g� V., ��w �a�2 o �-a ac�a WD �ai axwzZ> 8m F-0ilug w !=1 �Q� ''=gym$==� DO �c )�� WoW<ooW ��LL, �41K m41ZU � p' p ¢ ¢a % 0 8 H z 3o W, a �6 wzamz>E pzr �C7' w(gD 2¢S mg o9 zG awo°OW0 =- awowwwx R1 Dzmzzza o G R]EVI.SIONS REV DATE COMMENT BY 1 8/31/18 COUNTY COMMENTS RTY 2 9110/18 ARBCOMMENTS RTY 3 10/25/18 FOR APPROVAL RTY 4 8/20119 LOR #1 RTY 5 8/3/2020 LOR #2 RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 8/20/2019 SCALE: AS NOTED CAD I.D.: SD2 PROJECT: ]FINAL SITE ]PLAN FOR BROOKHILL BLOCK 4A AND 4B APARTMENTS LETTER OF REVISION #2 LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA DD) L-L � ]E R G R Y3 IE IE 1R II iq G BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 i n pF` O Z V R NYA R a .0 Lic. No. 0402056625 1 0A 8/3/2020 SHEET TITLE: COVER S H EET SHEET NUMBER: C-1®® SETS\SECTION 1\BLOCK4AAND4B-FINAL SITE PL ITDCK4AAND413 LOR fTVi$Y000502 DWG PRINTED BY: MICE 80320010:43 AM LASTSAVED BY: MICE CONTACT: RYAN T. YAUGER, P.E. / �T 1 LIMITS OF I DISTURBANCE I 0000,00 EX. BARRICADE I PROP. "STOP" /I W / BAR(TYP.) ^ PROP. WALL \ PROP. \ / WALL C /0000 0 0 0 0 0 0 0 0 J PROPOSED GREENWAY 1 .01 STREAM BUFFER LINE / PROP. LLI \ / / MULTIFAMILY Y APARTMENTS / 4 STORY V 22.5' 30' 60' MAX PROP, 6' �y PROP. HEIGHT RETAINI .g, / / (BUILDING TYPE'E')y' U W L I Q FF=458.50 0 P.-STOP- avls O PROP. MULTIFAMILY 35.4' f / APARTMENTS 8' 8' 7.1 12.4 12 6' 10.6 6' 12' 12.4 v 91 CG-1 4STORY60' MAX ° m 5STOP"( S G ) PROP. HEIGHT v- "Typ, (BUILDING TYPE V) 2 3. 'R 0.5'R 3'R 3R 0.5R pFh (.1 .- FF =111,10 « I B::.: PROP. F=447.84 CRO-C(ETT 'Q o^STOP" SIGN PROP. ASPHALT -► PP)m. w S• \ \ 7PROP."STOP"I PROPLEVEL , 24,7i' 7 oSPREADER o PR10 m �.� BAR (TYP.) STONE LAYER °° I SPREADER LIP € ° `_� "v T '' PROP. LIGHT 7' V-DITCH / POLE (TYP.) S0.2 81.11 m ZA 9• I b. b+ LIMIT OF GREENSPACE AND FUTURE I_ GREENWAY AREA PER ZMA20150007 - ESfea. CODE OF DEVELOPMENT / I I 6' m C STM STY NOTES: C61 C60 1. STELLA LANE AND ARCHER AVE ARE PROPOSED/UNDER REVIEW AS PART OF ROAD PLAN SUB201700117 AND ARE SHOWN FOR CLARITY PURPOSES ONLY. 2. PROPOSED AMENITY AREA SHOWN FOR INFORMATION ONLY. CONTRACTOR TO REFER TO PLAN SUBMITTED UNDER SEPARATE COVER BY ARCHITECT FOR DESIGN / HARDSCAPE DETAILS. 3. SEE ARCHITECTURAL PLAN FOR ADDITIONAL AESTHETIC DETAILS ON FENCES, RETAINING WALLS, AND SCREENING MEASURES. 4. PROPOSED PUBLIC RIGHT OF WAY RESERVED FOR FUTURE DEDICATION UPON DEMAND BY EX. ROW THE COUNTY. 225.1' STELLA LANE PROP. 4) I EX :1 / ROP. WALL E 5' MIN. FRONT SETBACK PROP. WALL B c> \ / N / O O O 0 OE� m 0 0\ / 0 0 0 \ o o 25' MAX. FRONT SETBACK ° \ \ ® 19.7' . pppHHH I I 178.1' 30 0 o � II o II c:1 24' o .5' Q III I g I TO C1M g PROP. MULTIFAMILY 119'. 183' APARTMENTS I PROP. MULTIFA 4 STORY 17.7' APARTMENT v 12.2' 13.4' 12' 60' MAX I� I 4 STORY PROP. HEIGHT 60'MAX 9 (BUILDING TYPE' A') I PROP. HEIGI v 4 p N FFE=456.75 ° I ° (BUILDING TYPI o o ! FF = 456.00 6Q ° ° 1'R PROP. • c" I WA LB ` PROP. CG-12A „ "STOP" I Ni (TYP.) (TYP.) �► f a ° o v. ° I PROP. WALL o E I N s o <I Y �I 5 K o� LLI N U OP."STOP" - �, zI m BAR (TYP.) N ;n F- 0Q N ¢I L _ rn ow ° z I z PROP. PUBLIC ROW PROP. PUBLIC ROW z o a o (SEE SHEET C-301 (SEE SHEET C-301 NOTE 4) NOTE 4) Im N m m m 18 in ,• e� u, ® m I o o PROP ZACSA ATER& v 4 # SEW R ESMT. CG-6 " PROP - _ I q CG 6 (TYP.) • • " ° :.:o . m o v o o MONUMENT - I PROP. (TYP. awls ' ( .. .... .: ^_ CG-12A S - PROP. STOP' 60 P PROP. 20'ACSA - p - 9 O s (TYP.) '? �2' q • BAR (TYP.) r- \ \ I I I ON SEWER ESMT f. • PROP �CRO KETT CIR LE PROP. • fOP"-SiG h SIGN PROP. 0 �„ PROP."STOP" ST P"S N Tiffv ,N PROP. ASPH LT M "STOP" SIGN BAR (TYP.) (TYP) y PROP 5R '� �' (TYP.) m v o CG (TYP.) PROP MULTIFAMILY oo o o - _JT APARTMENTS PROP. WALL D 4 STORY / I I 564 PROP HEIGHT ° U PROP 6 m _� a 6' CT? PA ° I PROMULTIFAMILY I I (BUILDING TYPE'C') �+. H SNd U 4 PROP. MULTIFAMILY ° I I� FF=456.50 I _APARTMENTS BF=445.94 0 - LLI Ll 60'TOR 81.1 MAX Y o PROP. HEIGHT 1 I �� ■ Yo (BUILDING TYPE'B') I o PROP. WALLO C) FF=454.2585 O 0( - •'5. 26-18' PROPSTRING 18' 24' -18' 10. L) 10, - 3P. 6' INPIWI POST 18'-26' o3 20¢ PROP. LIGHT o ° ♦ POLE (TYP.) o PROP. DIRECTIONAL o ARROWS (TYP) m PROP. MAIL KIOSKS O 6.2' N q OD LP. ASPHALT 55.3' PROP. , �I STOP" SIGN o \ ((TYP.) O Q '( 6' r PROP. a - 0 2 12A ;., \ (TYP) P. y'p ' �� / f� h CRQCKETT CIRCL -mta ) / PROP. 48" FENCE Zo PROP. "STOP" m v v ( �I v v PROP. PROP. "STOP" BAR TYP.) STOP" SIGN BAR (TYP.) PROP. LIGHT CO l( 4 (TYP-) POLE(TYu1t:2 1 0' OF ER `'� PROP. o0 TKoCG-12B \ I / I PROP. TRASH --- ----- --- ./ COMPACTOR - - - - - - - - - - 00 0 0 / RETAILS) TUR0 LEFT E ARC DETAILS) - - - - - - SIGN / PROP. PROP. 22' X 25' I- / CLASS Ai- - - - - - - I - - - - - RIP -RAP I - - D REFORESTED BUFFER m I- T - - - - - - - - - ��PROP. EXTENDED PROP.CLASS At / DETENTION BMP RIP -RAP AREA I1 I U -- - / _ //fug -i-�� PROP 48" FENCE - o 24.6' 0 4 STORY 60MAX PROP.. HEIGHT (BUILDING TYPE'B') FF = 455.00 81.1' I \ \ I °Ico II I II I \ I MONUMENT FOUND oe9 EK STOP" SIGN MONUMENT FOUND W- ----� a W -- -- - -------------� D �J"�.R®�1TE29SE INOLETRAIe ---------r-- --_ -3 -_--- -- - _ - - - _�- - _ - - - - - (l/ARIABLE WIDTH -SPEED L/M/T 45 M.P.H.) _- - - - 3 �- - - - - - - - - D.B 220 P. 159 D.B. 312 P. 552 NW.P.B. l P. 254 � O I l r ni� Ir'-�li�11 4 4 ADA ACCESSIBLE ]PATH INSET 80 40 20 0 80 I 1 "= 80. LEGEND: PRIMARY BUILDING ENTRANCE ADAACCESS PATH SPILL CURB CATCH CURB TRANSITION CURB CONCRETE a. e HEAVY DUTY CONCRETE 40 20 10 0 40 1 "= 40' _m �M o sE5 �� 9w �j/ V O 0,F �7�0 LL [w ,/L{ F LL d wsZaH-g b WF JQg�❑J �n �P1y0 ¢c=a i<roiJo �® at aUP,...... w �WM R a� OaF w ❑� W z Q❑ ZQ o >: z&3zQ g . W���o c1a aN=�Zz> as O t z " c �xwzo UI �Zy wow a'oow ., INK m4Jo /4 00 "° &� J�P+ a a� U wz wz = n zgmxYWaOW woxE,w- o� zl1 aw000wo LH awowwwx �2 \ >aat ❑Zm ZZZa �p Fm Op REVISIONS REV DATE COMMENT BY 1 8/31/18 COUNTY COMMENTS RTY 2 9/10/18 ARB COMMENTS RTY 3 10/25/18 FOR APPROVAL RTY 4 8/20/19 LOR #1 RTY 5 8/3/2020 LOR #2 RTY KNOW WHAT'S BELOW ALWAYS CALL 811 BEFORE YOU DIG It's fast. It's free. It's the law. APPROVED FOR CONSTRUCTION 00 PROJECT No.: V152000 DRAWN BY: MEG CHECKED BY: RTY DATE: 8/20/2019 SCALE: AS NOTED CAD I.D.: SP2 PROJECT: FINAL SITE PLAN FOR BROOKHILL BLOCK 4A AND 4B APARTMENTS LETTER ry{ROF REVISION #2 LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA B0��� E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: (540)349-0321 VA@BohlerEng.com N_ f Lic. No. 0402056625 (- 8/3/2020 a? SHEET TITLE: SITE SHEET NUMBER: C-3®1 H \1SV15lOPYO WNGWSET ECTION10LCCKMMD4B-FiN $ITEPL LOCKMMD4BLOR6 VlU] $P DMPRINTEDBY:JNICE 8.0$.M®10:Q M_ASTSAVEDBY:JNICE / / \II I l PROPOSED GREENWAY I STREAM BUFFER UNE� \\1 \I NOTES: 1. MAXIMUM POLE LIGHT MOUNTING HEIGHT FROM GRADE, INCLUSIVE OF THE BASE, IS EIGHTEEN (18) FEET. 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. Calculation Summary Label Avg Max Min Avg/Min Max/Min PtSpcLr PtSpcTb PARKING SUMMARY 1.6 19.6 0.1 15.7 192.3 10 10 Luminaire Schedule WLS14167 BROOKHILL BLOCK 4A AND B CHARLOTTESVILLE, VA PM: MARK PLEASE EMAIL MARK AT MWILLIAMS@WLSLIGHTING.COM FOR PRICING. Symbol Qty Label Lumens LLF Description Lum. Wafts Lamp Type 29 A 6295 1.000 WLS-EDR-5M-04-E-52540K 18' MOUNTING HEIGHT 70 LED y� 14 B 6295 1.000 WLS-EDR-5M-04-E-52540K 18' MOUNTING HEIGHT 70 LED u 5 C 4509 1.000 WLS-EDR4MB-04-E-52540K 18' MOUNTING HEIGHT 70 LED O 72 D 1972 1.000 WLS-CYL6-20-LED-30-25-HAZ ASST MOUNTING HEIGHT 23 LED ® 30 E 3536 1.000 WLS-104L-16L-700-NW-GI4 ASST MOUNTING HEIGHT 37 LED 16 LT5 2200 1.000 BROWNLEE 70461 ASST MOUNTING HEIGHT 25 LED 1 LT6 1950 1.000 BROWNLEE 7334-BL-F23LED40K ASST MOUNTING HEIGHT 25 LED SWM FACILITY EASEMENT M a ,�7 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1-0.1 0.2 0.2 02 92 .0.2 P AL L 0.0 0.0 0.0 0.0 0.0 0.0 �0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 J0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2r0.2-0.3 0.3 0.3 0.3 0.3 + + + + + + +� + -+> 0.0 0.0 0.0 FO 0.0 0.0 0.0 0.0 0.0 �0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + + + WALL + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.5 0.7 0.7 0.7 1I0.7 1I0.7 03 +0.0010.0 +�/.0 +0.0 0.0 0.0 +0.0 +0.0 +0.0 J 1.2 1.4 I +1.4 +1.2 + + +• + + + + + + +II + +1 +I 0.0 0.0 0.0 0.0 +0.0 0.0 0.0 0.0 0.0 A 1.4 2.1 2.2 12.0 2.2 2.1 +0.0 +0/.0 +0.0 +0.0 '0.0 +0.0 +0.0 +0.0 +0.0 0.0 +1.7 2.4 +2.4 42. ® 3 + + + + /+ + + + + PROP' + I + ST 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 MULTIFAMILY 1.6 2.4 2.2 :2.4 2.2 2.4 APARTMENTS -I + 1 +I 4 STORY + + 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60, MAX 1.2 1.5 1.6 1.7 1.7 1.5 + + + + + + + + PROP. HEIGHT + I J) 1 +I 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 (BUILDING TYPE 'E-) 1.0 1.3 1.4 1.4 1.4 1.4 /+ + �+ + + + + + + FF Is 458.50 + I � I + I 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 '0.0 12.3 2,3 1.1 1.3 1.4 -1.4 .4 1.4 + + + + + + + + 14.7 + + / 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 6.7 1 1.3 1.3 1.4 1.6 �1.6 +1.7 +1.5 7 10.4 14.2 16.7 13.2 12.0 10.4 10.3 + / I + 10.3 + 13.5 J) 0.0 • 12.9 '07 1.6 1.5 1.7 4.6 9. 6.7-2.9 1.3=6.7=1.4=1.5-2.0 2.0 2.2 2.0'1 2.1 PROP. MULTIFAMILY Q, / APARTMENTS + + + + +'I +' �-�-- + + 0.0 4 STORY 5.1 0.8 0.5 u0.1 1.5 2.9 5.7 3.3 1.4 1.0� 0.7„ 0.6 2.0 5.2 3.6 2.3 1.4 1.0 1.2 1.8 O 2.5 2.1 2.5 60' MAX 4r+ k� +0.0 PROP. HEIGHT 5.3 �1.9 +1.0-0.7 +1.0 +1.4-1.8 +1.8� 1.0 +0.8 0.6 1.1 +1.4ml.4 1.2 1.0 0.9 1.2 1.6i2.3 2.4 2.2 2.4 2.5 / / (BUILDING TYPE'D') * + /, _fir 4' BF=458.50 12.3 3.6 1.4 0.8 0.7 1.0 1.4 11.70116 1.5 1.1 0.9 0.8 0.8 0.8 0.7 0.7 0.8 1.0 1.4 1.5 1.7 2.0 1.19 ,.8 EX. ROW STELLA LANE II 27 © �� + + + + + +-PIM FT I& 04, + + + r"M- + + + + �+ + + + + + + + STY o IaI o + + + + + + + 01 _.01 0.0 0.0 0.0 0.0(SLOOSH00j C001 tOA.E 0.0 0.0 0.0 0.0 0.0 0.0�0.0 00y. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ro,0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 + + + A.0 + + + + + + + + +4� + + +' + + #! + + + + + o., o, 0.1 o.a- o.p_o.0-0.0-o.a_ o.o o o�o.o o.V-1.0 o.00.0 0.0 0.0\\ o.a o.a o.a o.a o.a o.a o.a�o;a. ,o;a_-o.o o.o oa 0.0 0.0 _o.a_ + + + + + + + + + + + + + �r + + + + + + �+ + + + + + + + o.z o.z 0.1 0.1 +0.0'+0.0 0.0 o.a-o.a 0.0 o.o o.o _o.a-o.o o.a o.a o.a o.a o.a o.a o.a o.a o.a o.a o.a o.o o.o o.o o.a oa o.a o.a _o.a_ \ p\ \ PR P W LL I 0.4 .0.3-0.2-0.0 .0.0-0.0 0.0 .0.0-0.0-0.0 .0.0-0.0=0.0 .0.0=0.0_0.0 0.0�0.0 0.0 0.0 0.0 0.0 0.0 0.0 _0.0 0.0 0.0 O.Oo 0.0 0.0 0.0 0.0�0.0�0.0�0.0� 5' MIN. FRONT SETBACK - + + + aq(W 'ryP' g + + + + + + + + + + + � + -+ + + + +��--- - + + >� + + + + 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.070.0\0.0 0.0 0�.0\ 0.0 0.0 0.0 0.0 0.0� 0.0 0.0 0�0 0.0 0.0 0.0 + + + �+ + + \ + + + + + ��+ + + + +, 0.0 o.a o.a o.a o.a o:�o.a a.p 0.0 0.0 o.a o.a o.o o.o o.o o.a 0.0 o.o o.ai•o.0 25'MAX. FRONT SETBACK \ � �+ +\ +� + +� + + + 0 +��+ + �+ + +' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 �0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 +0.0 +0.0 0.0 +0.0 0 0 +✓0.0 f0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0_ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 + 11 + 4L--+ + +�+ + 1 + �0.0 0.0 0.0 0.0 0.0 01.0 0.0�� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I 11+ + + +II + + +0 I T I 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 �0.0 0.0 0.0 _ 0 0 +0.0 0.0 0.0 +0.0 \0/`T'/0.0 +0 01 +0.0 0.0 I+0.0 17.5 +-1 + + PROP. MULTIFAMILY - 11 + + + + 1 1 /+ + + 11 I~ +( 1F 0.Ij.4-0.4 0.4 0.5 APARTMENTS }4 STORYI0.0 0.Oi0.0-0.0 0.0 00\�0.07-0.0 0.0 0.0 0.0 PROP. MULTIFA 18.1 14.8 9.5/+F�� 60' MAX +III + + �+ } / + 1 +1 AP4 STORYT + /r -1.3-0.9-0.9-2.3 6.1 4.8 1.5 4.0 0.3 0.3 0.3 0.5 0.0 0.0 0.0 0.0 0.0 0.0_0.0 0.0 0.0 10.0 0.0 PROP. HEIGHT 60' MAX �+ + + 11 +1 + + + + - -7 (BUILDING TYPE'A') I 111 + + + + 1i� + + + 11 + +I + PROP. 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It's the law. �' + + + + + + + + + + + + + + + + + + + + + } + + + + + + +^ + I + + ' ^# _2.5 2.0 1.3 g1.0 0.9 1.0 1.1 1.1 1.0 0.9 0.8gp0.8�p 0.8SP0.9 1.0 1.1-1.0 1.0 1.0 1.3-1.8 2. 4-3.7 3.0 2.7 ..2.4 2.3 2.4 2.0e,.8r1.6-17-2.0-2.3�2.391.5�1.1-0.5 0.4 0.2 0.1 0.1 60 0.1 0.2 0.3 0.5 0.9 1.4 1.9' 2.2 2.0 1.8 SEWER MT. + +� ,•, - +- �+ + 1 + + 1 + + I_sdw , M,I APPROVED FOR 2.9- 2.1-1.5 -1.2- 1.1 1.2-1A 1.6-1.4-1.3- 1.2-1.1 -1.2- 1.3-1.4 -1.5- 1.3 1.2 -1.z- 1.5 2.1-2. .6 3.2 3.4 2.8-2.4-2.4- 2.1-1.9 -1.6- 1.5-1.6 -2.0- 2.0-2.OT1.7-1.0 0.5 0.4 0.2 0.1 0.1 0.1 0.2 0.3 0.5 0.9-1.4 1.9 2.0 2.0 1.8 + 1 + /+ + 1 + + 1 + 1 + + 1 + 1 + +. + + + +1 + CONSTRUCTION -2.5-2I 1.111 I 1.3-1.3-1.7-2.1-2.0�1� 2.0-1.9-1.6-1.5-1.6-1.9-2.0-2.0-2.0 1.5-1.481.5 1.9=2. 4-3.7 303 2.7 2.5-2.2-2.03-2.0-1.6-1.5-1.6-2.0-2.1-2.0 1.6'csi1.0 O.i 0.4 0.2 0.1 0.1 0.1 0.2 0.3 0.5-0.9-1.3-2.0- 2.2=1.7_'h 4i}2.2-+1.6M1.4 +1.4-+1.6 +2.3 +2. 42.2 +1.9-+1.7 +1.7 +1.7-+1.9 2.2 -3 1 +2.5 2.0 45- 1.5 1.6+2.2-+2.4 2.5 2.7 +2.3 2.2 +2 2.4 1.8-1.6-1.5-1.7-1. -2.2 1.5-1.1-0.5 +0.4 +0.2 +0.1 +0.1 +0.1 +0.2 +0.3 +0.5 0.8 1.1 ®1.9 1.8-2.1 1.5 PROJECT No.: V152000 + I Tr + + + + + + + + + + + + + + + + +� + + ��� - -+ r + + + + + + + + ++I �� DRAWN BY: MEG 1.7 1.5 1.4 1.5 1.8 2.2 3. .9 2.5 2.2 2.0 2.0 2.0 2.2 2.5 3.1 2.9 2.2 1.7 1.5 1.5 1.7 2.0 2.1 2.0 2.0 12.0 2. 2.1 1.7 1.5-1.4 1.5-1.7 2.0�2.0 1.3 1.0 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.4 0.6 1.0 1.3 CHECKED BY: RTY + I + I + + + + + + + + + + + + + + + I + + + +� +�+ I + + + + + I PROP+WAUFD-� + +1 DATE: 8/20/2019 1.9 1.7 1.5 1.5 1.8 2.3 3. 6 2.2 1.9 1.7 1.7 1.7 1.9 2.2 3.6 2.6 2.2 1.6 1.5 1.6 1.8 1.9 1.9 1.7 1.6 1.7-1.8-1.8 1.5 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.2 �0.3 0.4 0.6 0.8 .. ALE: 1 "=40' u IL I II STM SC PROP. MULTIFAMIL + + + + + + + + + + + + + + + + + + + + +1 + + + + + + + C1 + + + + CAD LD.: IP2 2.1 1.9 1.6 1.5 1.6 2.0 2.3 2.1 1.7 1.4 1.2 1.2 1.2 1.4 1.7 2.2 2.4 1.8 1.6 1.5 1.7 1.9 2.0 1.7 1.5 1.4 1.4 1.3 1.2 2.0 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 APARTMENTS PROP MULTIFAMILY 4STORY 11 �-- 1 / I I + + + + + +1 + + + + + + + + + + + + + + +' + +'' APARTMENTS + + } + + + + + + 2.4 2.1 1.6 1.5 1.5 7 11.8 1.3 1.0 0.9 0.9 0.9 1.0 1.3 1.8 1.6 1.4 1.5 1.7 2.3 2.3 2.2 1.6 1.3 I1.1 1.0 1.1 15.7 4 STORY 0.3 10.2 0.1 0.1 � 0.1 0.0 0.0 0.1 0.1 0.1 0.2 0.0 60' MAX +I + + + + +� + + + + + + + + + + + + + + {+ + +1 60'MAX j +II + + #ts + + + +1 PROP. HEIGHT 3.3 2.2 1.8 1.5 1.3 1.3 11.4 1.1 0.9 0.7 0.7 0.7 0.9 1.1 1.4 1.3 1.4 1.6 2.1 2.5 3.4 2.4 1.9� 1.3 I.1 1.3 1.6 1.0 PROP. 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WALL + +I + + + + + 0.1 0.1 0.1 00.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0�0.0 0.0 0.0 0.0 0.0 ?..0.0 0.0 0.0 0.0 0.0 0.a 0.0 0.0 0.0 0.0 al + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +WALLA +11 +�+ + +�+ I + +' + + + + + ,0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 i0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.( I / - / II I r 1 PROJECT: FINAL SITE (PLAN T��jT1F�� {�ryy {F�O�pRH ILL BLOCK 4A AND 4B APARTMENTS LF`7C`7CER OF REVISION #2 LOCATION OF SITE ROUTE 29 SEMINOLE TRAIL RD AND STATE ROUTE 643 POLO GROUNDS ROAD CHARLOTTESVILLE ALBEMARLE COUNTY, VA B 0 JH :L ]E E N G I N E E R I N G 8 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540)349-4500 Fax: 540 349-0321 VA BohlerEn .com @ 9 Lic. No. 0402056625 l- 8/3/2020 a? - - _ 8 MONUMENT Lrc J' FOUND I I 4 8 EX EW-1 / - - MODWED -- - MONUMENT FOUND--- •y MONUMENT FOUND ------------ ------- - - - -- --- ---- - - - _ - _ - _ - - - - -------- U.S. ROUTE 29 SE INOLE TRAIL - - - - - - - - - - - - - - - - - 3 - - ---- -- -- - - --------------- - ------------------- _ - ----------------NAR/ABLEWIDTH-SPEEDLIMIT4 _ _ - --- --- 3 �_ 40 20 10 0 40 - D.B. 220 P. 159 D.B 312 P. 552 HAP.B. l P. 254 W W W W �- _ - ----- W W 1 11= 40 w W HA1SV1MIXM0RAWNG"LAN$IETS$ECTI0N 1OLCCKMMD4B-FiN $REP�LOCK4AAND4BLOR6 V1UMIP2.OWGPRINLEDBY:JNICE 8M.20®10:45AM IASr$AVEOBY:JNICE etal Paver Edging Concrete Pavers w/Polymeric Sand Swept Joints 1-2" Compacted Dust Setting Bed NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. CONCRETE PAVERS CD O J U M 3" 3" CUR 1'- 1/8" Galvanized Wire b/t posts 8" x 8" PT Wood Post, w/Clear Sealer Simpson CPT88Z Concealed 8" Post Tie 12" o Concrete Pier w/ (4) - #5 vert, (2) #3 horizontal, 12" O.C. �—Stabilized Aggregate, see Detail this Sheet Compacted Subgrade 3000 psi Concrete @ 28 days 3'-0" x 3'-0" NOTES; REINFW/(4)-#4EAWAY 1. Reinforcement: Grade 60 2. Alternate knife plate direction at each column STRING LIGHT POST 1 /2"=1'-01, 4" 21A Stone Base Course, 95% Compacted ompacted Subgrade Warminc T ' Pit Kit FS 2X2" Thermal Bluestone ap w/1" overhang dorado Stone sacked Stone �neerin Nantucket NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 48" SQ. FIRE PIT ncrete Edging, see Detail this Sheet 2'1 3" Wax Polymer Pathway Mix 3/4"=1'-o" o 4" 21A Stone Base Course, Planting Bed IIII �I 95%Compacted III=III :;: ;.:.z;: —11I liil Compacted Subgrade NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. WAX POLYMER PATHWAY MIX Planting Bed CONCRETE EDGING 12" Concrete Edging 2" ortarTrough Concrete Pavers, See Detail this Sheet mpacted Subgrade 3l4"=1 '-0" E 0 U N O n�L P y ry Ul a E Ew > E � v 0 �CE E a o.R. E UQ Q. S u U U U m .V N '^ V J N 114 N 00 '_C !1 \ a '0 N 3 f ; Q O N aC9 F-- Q z Z LU U Q � CL Z Q � J 0 J U LU � O a C0 J m Q j�pLTHO0 UJESSICA S. I'RIMM D C'crl. No. 0406001256 Vs C 9 PF ARC�so SHEET TITLE: SITE MATERIALS DETAILS DRAWN BY: JSP CHECKED BY: JSP ISSUE HISTORY: No. Date Description 1 07/03/18 JPS REVIEW SET 3 08/10/18 FIRM APPLICATION SET REVISION HISTORY: No. Date Description 1 07.25.18 JPS REVIEW COMMENTS 2 01.29.19 PLANT COUNT UPDATE 3 05.01.20 ASI-05 SCALE: AS NOTED SHEET NUMBER: ALL DETAILS ON THIS SHEET WERE PROVIDED BY OTHERS AND ARE FOR INFORMATIONAL PURPOSES, ONLY. BOHLER SHALL BE HELD HARMLESS IN THE EVENT OF ERRONEOUS INFORMATION CONTAINED WITHIN THESE DETAILS AND/OR STRUCTURAL FAILURE. C-901 1