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Home My WebLink AboutSDP201900012 Plan - Submittal (First) Major Amendment, Final Site Plan 2019-03-04r� 0 t u W a 0 m STONEFIELD BLOCK MAP SCALE: 1"=400' ALBEMARLE COUNTY GIS PARCEL MAP SCALE: 1"=100' STONEFIELD BLOCK PHASE 2 MAJOR SITE PLAN AMENDMENT TO FINAL SITE PLAN: SDP 2014-70 RELATED COUNTY TRACKING NUMBERS: APPROVED PRELIMINARY SITE PLAN: SDP 2411-19 ZONING CASES: ZMA 2001-07, ZMA 2008-031 ZMA 2011-04, ZMA 2011-07, ZMA 2013-09 VICINITY MAP SCALE: 1"=2,000' SHEET INDEX # Sheet Title 1 COVER SHEET 2 ORDINANCE TABULATIONS 3 PROFFERS 4 GEOTECHNICAL ENGINEERING NOTES 5 CONSTRUCTION NOTES 6 PHASE PLAN 7 EXISTING CONDITIONS &DEMO PLAN 8 LAYOUT PLAN 9 GRADING PLAN 10 PRIVATE STREET PLAN AND PROFILE 11 PARKING DECK SITE PLAN AND UTILITY PROFILES 12 STORM SEWER PROFILES 13 DRAINAGE DIVIDES 14 LANDSCAPE PLAN 15 LANDSCAPE CALCULATIONS AND DETAILS 16 ACSA DETAILS 17 CONSTRUCTION DETAILS 18 LIGHTING PLAN 19 LIGHTING FIXTURE DETAILS 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 ANDTO CONSTRUCT A SIX -STORY MIXED-USE BUILDING AND ASSOCIATED PARKING FACILITIES. THERE ARE FIVE STORIES CONSISTING OF 160 APARTMENT UNITS THAT WILL BE CONSTRUCTED ABOVE A PROPOSED PODIUM STRUCTURE. THE PODIUM WILL INCLUDE 20,000-GSF OF COMMERCIAL OFFICE, AN APPROXIMATE 6,000 -SF LOBBY FOR THE APARTMENTS AND COVERED PARKING. A ONE -LEVEL PARKING DECK WILL ALSO BE PROVIDED ATTHE FIRST FLOOR APARTMENT LEVEL WITH ACCESS ATTHE REAR OF THE BUILDING. THE DEVELOPER IS SEEKING APPROVAL OF A PARKING REDUCTION IN ACCORDANCE WITH THE STIPULATIONS OF THE CODE OF DEVELOPMENT. THE PRIMARY JUSTIFICATION FOR THE PARKING REDUCTION IS THAT THE RESIDENTIAL AND OFFICE USES HAVE OFFSETTING PEAK HOUR PARKING DEMANDS, WHICH CREATES A VERY EFFECTIVE SHARED PARKING PROGRAM FOR THE MIXED USE PROJECT. THE DEVELOPER IS ALSO REQUESTING THE APPROVAL OF A SPECIAL EXCEPTION TO ALLOW THE PROPOSED SIX -STORY BUILDING. THE CODE OF DEVELOPMENT PRESCRIBES A FIVE -STORY MAXIMUM BUILDING HEIGHT IN BLOCK D. THE DEVELOPER IS PROPOSING TO CONSTRUCT PEDESTRIAN/BIKE RAMP CONNECTION TO THE NORTH TO PROVIDE DIRECT, NON -VEHICULAR ACCESS FOR THE ADJACENT RESIDENTS ON COMMONWEALTH DRIVE. AS A RESULT OFTHE PROPOSED AMENDN4ENT, GREEN SPACE AND RECREATION AREA WILL BE INCREASED SLIGHTLY. THERE IS ALSO NO CHANGE TOTHE OVERALL DISTURBED AREA OF THE STONEFIELD DEVELOPMENT. ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEERING INSPECTIONS ARB DEPARTMENT OF FIRE &RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY RIVANNA WATER AND, SEINER AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT O 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com Q z u ujQ Cn m QL w (%4 Q C)Lu waftj r—L Cc 1 < uftj .uft" LLft umij t5 fr V) a Lu W D 0 v u ON sheet title: COVER SHEET =`4 Oil ry fl sheet # 3:w i -0 OF 19 s scale: r date: 3/4/2019 �z v h;.'Y,^'A:ur:�1:�< ei L 0 V) n CD q 00 u u V) 0 m PROPERTY INFORI1l€ATIOIV REVISIONS # Description Date ........ . ......... PHASE 1: PHASE (SF) (AC) AMENDMENTTOTAL (SF) (AC) TAX MAP AND PARCEL, TINIP 61W03--D2-A, LOTS 1-21. AND LOTS 62-89 (SF) 0 ........... PHASE 2: 35,364 SF 0.81 AC TAX MAP ANDPARCEL: ;TMP 61W -03 -D2 -A: 5.49 AC 89,490 SF OWNER: THE TOWNS OF STONE FIELD HOMEOWNERS ASSOCIATION INC. �AREA BREAKDOWN BY PHASE 1.91 AC 10461 WHITE GRANITE DRIVE, SUITE 103, OAKTON, VA 22124 7.49% LAND TYPE TAX MAP AND PARCEL: ;TMP 61W -03 -D2 -LOTS 22-61 AND LOTS 90-104: PHASE 2 AREA TOTAL AREA OWNER: CHRISTOPHER AT STON EFIELD, LLC (AC) (SF) (AC) (SF) 10461 WHITE GRANITE DRIVE, SUITE 103, OAKTON, VA 22124 PLATTED LOTS 1.31 AC SOURCE OF TITLE: DB 4645 PG 685 GREEN SPACE COMMON SPACE BOUNDARY SURVEY: WW ASSOCIATES, DATED 8-28-14 1.24A 0.46 AC TOPOGRAPHIC SURVEY: :FIELD SURVEY BY WW ASSOCIATES, DATED 10-16-14, SUPPLEMENTED BYAS-BUILT 2.83 AC 123,230 S F 1.66 AC 116,087 SF :SURVEY MY MERIDIAN PLANNING GROUP OCTOBER, 2018, TOPOGRAPHY HAS BEEN LAND USE TABULATIONS 2.97% FIELD VERIFIED BY SUBMITTING ENGINEER THROUGH FEBRUARY, 2019. 14,377 SF 0.33 AC DATUM: HORIZONTAL DATUM: NAD 1983, VERTICAL DATUM: NVAD 1988 0.27 AC 26,293 SF MAGISTERIAL DISTRICT: JACK JOUETT 27,129.S F 0.62 AC COUNTY/STATE: ALBEMARLE COUNTY, VIRGINIA -3.018% RECREATION AREA (ACTIVE) ZONING: NIVID (NEIGHBORHOOD MODEL DISTRICT) 0.05 AC 1,020 SF SEE PROFFERS SHEET 3 3,193 SF 0.07 AC OVERLAY DISTRICT: AIA AND EC 0,05 AC 1,020 SF FLOODPLAIN NOTE: THE PROPERTY IS LOCATED IN ZONE "X", AN AREA DETERMINED TO BE RECREATION AREA (PASSIVE) 6,632 SF OUTSIDE THE 0.21 ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO. 3,488 S F O�08 AC FEMA MAP NO.51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. 0. 23 AC 9,321 SF AC JURSISDICTIONAL AREA NOTE: THE SITE IS CURRENTLY SERVED BY PUBLIC WATER 799 SF 8.57% WATER SUPPLY PROTECTION AREA: THE SITE IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. 133,793 SF 3.07 AC REVISIONS # Description Date ........ . ......... BLOCK D2 - EXISTING CONDITIONS. PHASE (SF) (AC) AMENDMENTTOTAL (SF) (AC) PHASE I LOTS 1.31 AC (SF) 0 ........... PHASE 2 LOTS ,1.34AC 35,364 SF 0.81 AC COMMON SPACE 2.84 AC 5.49 AC 89,490 SF TOTAL AREA: 5.49 AC �AREA BREAKDOWN BY PHASE 1.91 AC BLOCK D2 - PROPOED BLA 7.49% LAND TYPE PHASE 1 PLATTED LOTS 1.31 AC PHASE 2 AREA TOTAL AREA PHASE 1 COMMON SPACE 1.52 AC (AC) (SF) (AC) (SF) PHASE 1 AREA 2»83 AC PLATTED LOTS 1.31 AC PHASE 2 COMMON SPACE 1.42 AC GREEN SPACE COMMON SPACE PHASE 2 BUILDING FOOTPRINT i1.24AC 1.24A 0.46 AC PHASE 2 AREA 2.66 AC 2.83 AC 123,230 S F 1.66 AC 116,087 SF TOTALAREA 5.49 AC LAND USE TABULATIONS 2.97% s, T, 14,377 SF 0.33 AC EXISTING USE: 0.27 AC 26,293 SF PHASE I: RESIDENTIAL (49 TOWNHOUSES APPROVED) 27,129.S F 0.62 AC PHASE 2: RESIDENTAIL (55TOWNHOUSES, APPROVED) -3.018% RECREATION AREA (ACTIVE) PROPOSED USE: 0.05 AC 1,020 SF PHASE 1: RESIDENTIAL (TOWN HOUSES) 3,193 SF 0.07 AC PHASE 2: RESIDENTIAL (APARTMENTS) AN D OFFICE 0,05 AC 1,020 SF NUMBEROF RESIDENTIAL UNITS: RECREATION AREA (PASSIVE) 6,632 SF PHASE 1: 49 TOWNHOUSES 3,488 S F O�08 AC PHASE 2: :160 APARTMENTS 0. 23 AC 9,321 SF TOTAL* ;,209 UNITS 799 SF 8.57% PROPOSED OFFICE AREA: 133,793 SF 3.07 AC PHASE 2: ,20,000 GSF (16,000 NSF) 2.83 AC 257,172 SF TRAFFIC GENERATION: 'OFFICE (USE 710) GN ERATES 11.01 TRIPS/1,000 GSF OR 220 VPD 246,848 SF 5.67 AC (PER ITE TRIP GENERATION MANAUL ;LOW-RISE APARTMENT (USE 221) GENERATES 6.59 TRIPS/UNIT/DAY OR 1,054 VPD REQUESTED TOWNHOUSE PARKING RATE 1.75SPACES/UNIT 459 UNITS 7TH EDITION) TOTAL 1,274 VPD PER APPENDIX C - CODE OF DEVELOPMENT. YARD REQUIREMENTS: NONE, REFER TO COD REFER TO SEPARATE PARKING REDUCTION REQUESTTHAT PROVIDES JUSTIFICATION FOR 2 MAXIMUM HEIGHT: 5 STORIES IN BLOCK D PER COD PARKING RATES PROPOSED HEIGHT: 6 STORIES (70'-10-5/8" HEIGHT) 'A SPECIAL EXCEPTION IS BEING REQUESTED CONICURRENTLYTO ;ALLOW 6 STORIES IN BLOCK D LLJ REVISIONS # Description Date ........ . ......... PHASE 1 (SF) (AC) PHASE (SF) (AC) AMENDMENTTOTAL (SF) (AC) SDP 2014-070 TOTAL (SF) (AC) (SF) 0 ........... BUILDINGS 35,364 SF 0.81 AC BLOCK D2 SITE AREA: 5.49 AC 89,490 SF 2.05 AC �AREA BREAKDOWN BY PHASE 1.91 AC 6,237 SF 7.49% LAND TYPE PHASE I AREA PHASE 2 AREA TOTAL AREA 0.75 AC (AC) (SF) (AC) (SF) (AC) PLATTED LOTS 1.31 AC 1.42 AC GREEN SPACE COMMON SPACE 1.52 AC 1.24A 0.46 AC [TOTAL 2.83 AC 123,230 S F 1.66 AC 116,087 SF 5.49 AC LAND USE TABULATIONS 2.97% CIVIC SPACE 14,377 SF LAND USE TYPE PHASE 1 (SF) (AC) PHASE (SF) (AC) AMENDMENTTOTAL (SF) (AC) SDP 2014-070 TOTAL (SF) (AC) (SF) DELTA % CHANGE BUILDINGS 35,364 SF 0.81 AC 54,126 SF 1.24 AC 89,490 SF 2.05 AC 83,253 SF 1.91 AC 6,237 SF 7.49% ROADS/PARKING 26,531 SF 0.61 AC 32,655 SF 0.75 AC 59,186 SF 1.36 AC 58,112 SF 1.33 AC 1,074 SF 1.85% GREEN SPACE 48,716 SF 1. 12 AC 20,174 SF 0.46 AC 68,890 SF 1.58 AC 66,900 SF 1.54 AC 1,990 SF 2.97% CIVIC SPACE 14,377 SF 0.33 AC 11,916 SF 0.27 AC 26,293 SF 060 AC 27,129.S F 0.62 AC -836 SF -3.018% RECREATION AREA (ACTIVE) 2,173 SF 0.05 AC 1,020 SF 0.02 AC 3,193 SF 0.07 AC 2,173 SF 0,05 AC 1,020 SF 46.94% RECREATION AREA (PASSIVE) 6,632 SF 0.15 AC 3,488 S F O�08 AC 10,120 SF 0. 23 AC 9,321 SF 0.21 AC 799 SF 8.57% ITOTAL 133,793 SF 3.07 AC 123,379 SF 2.83 AC 257,172 SF 5.90 AC 246,848 SF 5.67 AC REQUESTED TOWNHOUSE PARKING RATE 1.75SPACES/UNIT LAND USE TABULATION NOTES: 1. ACTIVE RECREATION AREA IN PHASE 2 TO INCLUDE GYM FACILITY IN MULTI -FAMILY BUILDING AND PEDESTRIAN/BIKE RAMP CONNECTION 2. PASSIVE RECREATION AREA IN PHASE 2 INCLUDES EXPANSION OF PARK AREA. 3. MINIMUM RECREATION AREA REQUIREMENTS PER Z.O. 4.16.1HAVE BEEN MET PER TABULATIONS BELOW. 4. THE APPLICANT IS PROPOSING TO MEET THE MINIMUM RECREATION FACILITIES REQUIREMENT BY PROVIDING THE TOT LOT IN PHASE 1, A FITNESS CENTER THE PHASE 2 BUILDING, AND AN OFFSITE PEDESTRIANSIDEWALK/BIKE RAMP CONNECTION WITH TMP 61W -03-21A S. OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACES PER THE CODE OF DEVELOPMENT 6. CIVIC SPACE AND GREEN SPACE ARE SEPARATE ENTITIES AND MAY OVERLAP 7. CIVIC SPACES AND ROADS/PARKING BOTH INCLUDE CROSS -WALKS 8. BECAUSE OF THE OVERLAP IN AREAS, THE SUM OF THE INDIVIDUAL AREAS IS NOT EQUAL TOTHE TOTAL SITE AREA P. OVERALL GREEN SPACE HAS INCREASED BY 1,990 -SF WITH THIS REVISION. ;RECREATION AREA REQUIREMENTS (ZO 4.16) IMPERVIOUS AREA CALCULATIONS (ALSO SEE PARKING REG U LAR PARKING LANDCOVERTYPE PHASE I (SF) (AC) PHASE 2 (ST) (AC) AMENDMENTTOTAL (SF) (AC) SDP 2014-070 TOTAL (SF) (AC) DELTA (SF) % CHANGE 22 SPACES USE IMPERVIOUS AREA BUILDINGS ROADS/PARKING SIDEWALKS DRIVEWAYS 35,364 SF 0.81 AC 26,531 SF 0.61 AC 12,319 SF 0.28 AC 54,126 SF 1.24 AC 32,655 SF 0.75 AC 9,132 SF 0.21 AC 89,490 SF 59,186 SF 21,451 SF 6 SPACES OFFICE/RETAIL RATE PER COD 4.5 SPACES/1,000 SF RETAIL 659,842 SF* TOTAL IMPERVIOUS AREA 74,214 SF 1.10 AC 95,913 SF 2.20 AC 170,127 �S F 3.91 AC 17Z 400 SF 4.07 AC -71273 SF -4.10 408,856 SF* 14,000 SF 6,500 SF 111,595 SF 20,000 SF GREEN SPACE 49,016 SF 1.13 AC 20,174 SF 0.46 AC 69,190 SF 1.59 AC 66,900 SF 1.54 AC 2,290 SF 3.42% 104 UNITS I 250 UNITS 354 UNITS TOTAL AREA CHECK 123,230 SF 2.83 AC 16,087 SF 2.66 AC 49: 5. AC 5.49 AC OFFSETTING PEAK PARKING DEMANDS. REFER TO SEPARATE PARKING REDUCTION REQUEST SURFACE LOT (92 SPACES) 4 ADA SPACES, INCL. 1 VAN GROSS LEASABLE RESIDENTIAL (ALSO SEE PARKING REG U LAR PARKING %Axj GROSS LEASABLE RESIDENTIAL < Lu GARAGE PARKING: APARTMENTS 160 UNITS (21) - 1 -CAR GARAGE UNITS (LOTS 1-21) 22 SPACES USE AREA (GLA) UNITS A B C D E F G TOTAL REMAINING 6 SPACES OFFICE/RETAIL RATE PER COD 4.5 SPACES/1,000 SF RETAIL 659,842 SF* 50,224 SF 33,836 SF 57,701 SF 149,964 SF 14,700 SF 306,425 SF 353,417 SF OFFICE GLA (0.8 X GSF) 16,000 GLA ADA PARKING REQUIRED NON -RETAIL 408,856 SF* 14,000 SF 6,500 SF 111,595 SF 20,000 SF 152,095 SF 256,761 SF 76-100 SPACES 4 RESIDENTIAL 778 UNITS* 104 UNITS I 250 UNITS 354 UNITS 424 UNITS PER APPENDIX C - CODE OF DEVELOPMENT 'PROPOSED WITH THIS AMENDMENT BY BLOCK OFFSETTING PEAK PARKING DEMANDS. REFER TO SEPARATE PARKING REDUCTION REQUEST SURFACE LOT (92 SPACES) 4 ADA SPACES, INCL. 1 VAN GROSS LEASABLE RESIDENTIAL ITOTAL REQUIREDPARKING': 240SPACES STRUCTURED PARKING (139 SPACES) 5 ADA SPACES, INCL. 1 VAN ADA PARKING PROVIDED AREA (GLA) UNITS A B C D E F G z ISTRUCTURED PARKING s ADA SPACES, INCL. 1 VAN, C USE TOTAL REMAINING 1 SP FOR THE FRIST 8,000 SF PLUS 1 FOR EACH REQUIREMENT: RETAIL 659,842 SF* 50,224 SF 33,836 SF 57,701 SF 149,964 SF 14,700 SF 306,425 SF 353,417 SF LOADING SPACES PROVIDED I LOADING SPACE NON -RETAIL 408,856 SF*14, j 000 SF 6,500 SF 111,595 SF 20,000 SF 20,000 SF 172,095 SF 236,761 SF REQUIRED PARKING SPACES RESIDENTIAL 778 UNITS* 209 UNITS 250 UNITS REQUESTED TOWNHOUSE PARKING RATE 1.75SPACES/UNIT 459 UNITS 319 UNITS PER APPENDIX C - CODE OF DEVELOPMENT. (ALSO SEE PARKING REG U LAR PARKING %Axj REQUIRED PARKING SPACES < Lu GARAGE PARKING: APARTMENTS 160 UNITS (21) - 1 -CAR GARAGE UNITS (LOTS 1-21) 22 SPACES REQUESTED APARTMENT PARKING RATE 1.50SPACES/UNIT 56 SPACES 0 FF -STREET PARKING APARTMENT PARKING SPACES REQUIRED 240 SPACES INGLEWOOD PARKING 6 SPACES OFFICE/RETAIL RATE PER COD 4.5 SPACES/1,000 SF 92 SPACES, OFFICE GSF 20,000 GLLA !ADA PARKING OFFICE GLA (0.8 X GSF) 16,000 GLA ADA PARKING REQUIRED OFFICE/RETAIL SPACES REQUIRED AND 0 SPACES NUMBER OF PARKING SPACES PROVIDED IN FACILITY MINIMUM #ACCESSIBLE SPACES Lu TOTAL SPACES REQUIRED PER COD 240 SPACES 76-100 SPACES 4 REFER TO SEPARATE PARKING REDUCTION REQUESTTHAT PROVIDES JUSTIFICATION FOR 100-150SPACES 5 PARKING RATES I OUT OF 8 SPACES TO BE VAN ACCESSIBLE PER FACILITY IVAN SPACE EACH ZERO SPACES REQUIRED BASED ON RESIDENTIALAND OFFICE USE HAVING SITE REQUIREMENT: OFFSETTING PEAK PARKING DEMANDS. REFER TO SEPARATE PARKING REDUCTION REQUEST SURFACE LOT (92 SPACES) 4 ADA SPACES, INCL. 1 VAN ITOTAL REQUIREDPARKING': 240SPACES STRUCTURED PARKING (139 SPACES) 5 ADA SPACES, INCL. 1 VAN O 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com %Axj PROVIDED PARKING SPACES < Lu GARAGE PARKING: GARAGE PARKING (INCLUDES 10TAN DEM SPACES) 85 SPACES (21) - 1 -CAR GARAGE UNITS (LOTS 1-21) 22 SPACES DECK PARKING 54SPACES 56 SPACES 0 FF -STREET PARKING OFF-STREET PARKING 84 SPACES INGLEWOOD PARKING 6 SPACES INGLEWOOD PARKING 18 SPACES 92 SPACES, TOTAL PARKING PROVIDED 241 SPACES.. !ADA PARKING Z ADA PARKING REQUIRED NUMBER OF PARKING SPACES PROVIDED IN FACILITY MINIMUM #ACCESSIBLE SPACES Lu F - 76-100 SPACES 4 100-150SPACES 5 < I OUT OF 8 SPACES TO BE VAN ACCESSIBLE PER FACILITY IVAN SPACE EACH Lu SITE REQUIREMENT: 0 SURFACE LOT (92 SPACES) 4 ADA SPACES, INCL. 1 VAN STRUCTURED PARKING (139 SPACES) 5 ADA SPACES, INCL. 1 VAN ADA PARKING PROVIDED SURFACE LOT 4 ADA SPACES, IN CL. 1 VAN z ISTRUCTURED PARKING s ADA SPACES, INCL. 1 VAN, C LOADING SPACES LOADING SPACES REQUIRED 1 SP FOR THE FRIST 8,000 SF PLUS 1 FOR EACH REQUIREMENT: 13 Lj ADDITIONAL 20,000 SF !LOADING SPACE R LOADING SPACES PROVIDED I LOADING SPACE CL REQUIRED PARKING SPACES 0 TOWNHOUSES 49 UNITS REQUESTED TOWNHOUSE PARKING RATE 1.75SPACES/UNIT TOTAL PARKING SPACES REQUIRED 86 SPACES REFER TO SEPARATE PARKING REDUCTION REQUESTTHAT PROVIDES JUSTIFICATION FOR 2 PARKING RATES O 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com %Axj PARKING PROVIDED < Lu GARAGE PARKING: (21) - 1 -CAR GARAGE UNITS (LOTS 1-21) 22 SPACES (28) - 2 -CAR GARAGE UNITS (LOTS 62-89) 56 SPACES 0 FF -STREET PARKING 9 SPACES INGLEWOOD PARKING 6 SPACES ITOTAL PARKING PROVIDED 92 SPACES, LLI I O 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com sheet title: ORDINANCE k, A S TABULATION ru ,g) sheet H Ti OF 19 011 scale: 1„=20' 0" gg� date: 3■ /4/2019 %Axj < Lu < IN, iii u LLI I CY-1 sheet title: ORDINANCE k, A S TABULATION ru ,g) sheet H Ti OF 19 011 scale: 1„=20' 0" gg� date: 3■ /4/2019 %Axj < Lu < IN, iii 21 F Z CL Lu F - < Lu 0 Of z C 13 Lj R 'e."! NO F- CL 0 2 LLJ sheet title: ORDINANCE k, A S TABULATION ru ,g) sheet H Ti OF 19 011 scale: 1„=20' 0" gg� date: 3■ /4/2019 Aft LLJ F - Of Nil R 0 u sheet title: ORDINANCE k, A S TABULATION ru ,g) sheet H Ti OF 19 011 scale: 1„=20' 0" gg� date: 3■ /4/2019 V) 00 U U CD it OF Dtfiartilaviat fit' 4o I h4chitfi e Ruiad, Nrth Wiag 72W245'I6 1-1 L±e L4 IL4 0-9 6 -5 3�' Valprie Luna, ? E, Main 21 ISuite 400 Va 22002 RE� ZMA201100007 Albernarle Placfv/Stonefield Proffer Amendment IAX, MAP, PARCE-La: (as it has eer" Dear Ms. Lono� The Board of Supervisors appIQ,,Ied the above referenced aPPIlcation on in WIll the attached proffers dated NAarch 13, 2012� Please refer to this docurnent for a any applic,ahons and requests of', thie property, card of Supervisors took action pproved above ma Please be advised that although the Albemarle County B on the project noted above, no uses on the property as a y lawfully nditions have been met. begin knad all applicable approvals have been received arid co This includes� Compliance witil applicable PROFFERS; MIT; . compliance with conditions of any apoicable SPECiAL USE PER PLANS and SUBDIVISIONS; and . approval of and compliance with applicable SITE . approval of a ZONING COPLIANCE CLEARANCE� arding the above -noted action, please do not hesitata ,a If you have questions or f�anrnents reg, ll�aqqdale a, conta�,t Rebecca y, V, Wayne r1r"t Director of Pl� I c Albemarle Flace EAA�_,_tl_6 Albemarle Place EAAP 1,LC C/Q To ri Gallagher 720CI P Q, �iox 528 Bethesda, NID 2r,814 �Iolvrirdela SC� 2'rzQ2 I)rrtv� March 131 2012 ZMA # 20 I I 4141003 Alberntadc arld Parcel No Ill bvrs; 06 I 06 I WO- (13 - 00-0 I' 0110 (its i lux11 cc 11 and 61 cro Ditrict (NM D) to be rtzoned to N�Jodcl District (NMIL)) sof 'I' At, Alhuniar1h; ReAt- vi'ich land IfillI i,vvrc filolu tax Inap rd atkl, D2 5,487 ck, Jonett plat crtnilleel "Ill, uj ]a 15,201 1, his Ctllint, VirR r�evi,;i,,d N overribiLr I 0, bN W W - it, Clerk -i ofthe C'ircuit plat is 0i,recoi-d A 41 C�)- 'Fit i It v I' at it Vjr�jrlia in Decd [,lot ptiL Carolina th-altled habilily parvul f, Laid thut 6 U-03-00-0 ON) arcel is ided tax 1), I W it; tr,7,, I) n t lie I si oil P I a L A I be tit ar I LAA11- 1. 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I the s rA% nure �ibail lie Il till fl the te . - ltio tile klonlyary ill *16!� uffliz,� i01C 1;wd (os Exhibit A -I lbr IIIQ 0le 1 bu'ldhii, in Blo&i A, B, rmYthilL6 lu the n A- 8, thu levels ftIA, provided ki-ii: a to tire licvv plavoled e (o in &.Ipontride lo tho Director I', wth the by the I n ice, 11 I finai sibe plami 111L that Ircsavilrg tile ol file for ruturc dedicatio4h fire Owncy withill �jNty le 'JJJCr tiC t ]3LIblic ii not -y d Public, 6 i IH) tile tile elrlevl,� to ehblock itsite for Click ll 2q and likq"L�p by tile tile 06, and o III lqllall pL nscilt It) all inx P frarct, Aulliorily ("C,Lr)p1"' t Ilt�` to put it t fr)v Roitilk, 29 _,11 I n lir (. r ,ki Wit et , Proffer till 0tv III Fraffic il [lilt Road by ille I lr� will i tdic GN. 11' t te e tht d'Lvl' J)y thc 0 lt� this 4 litit tho to tire, ttic ol ,,tadl Contlibure the fullth; it) tile ('11y 11liTly i3fn At the -4kich I201 L 'r, he I 0 iuch deli, -d lit If -ity, 0le "Jil"c" tile I per alirlucl IIal l a , to it) xcced le_qs, a I tdatc of' lilst uCctlpLlo,�V Perini! rOT ie o ('A 4A�LrviQQ to 11r,440- far till 11 voyeni cut. 1he its tleI fit_ i:iinlIlbution tic. fis tit) I hrei" ond Scyctit�� lie . I os lilt to tile prior in the I I ffic 'I f I 111orrs.rild lratil it[ - l tile fifty kioir. No itdditioncl Ithe sef tile bakulcu liry IIout tl(�Cll 11v file the kh1tv tile lal4t he e e dto pay i ior g 1111il 7. c'ninstruction of Fronlage Rourt 29 and Hydraulic At a irc-,IJ tv I cxpQrl,�el dic hall pitip, be 2il setS file fir riage hutRoutt 29 I'lle Cl to I lie of he itile �,hall tic dcQrnud dwy, Plans apfilovcd by VDQ I and oltencd to public _1' bi 9. Construction of Off -Site UtIOD vcqu(�� site in file County arid thit, City. a!a ii�t"J ioi ["XIlibir F, ll�lllre impreverricills 4l:c to lh� III the of ally in, qxo Tile [its to lx� id, Qpc led u�) public in with y he plawi ript)rovcd b VDQTot �I tile A. mpr!rvv 'lie 11 B in aQum Road/Route 29 if K Off -Ate I will in rho City at lilt Nkprtheant Quadrant [lie the loeLL to ilik: Cil� ,tic City e b� I 1 2 the b�L titired ll� this pwfl,ow f -I for till, rif� for h�j X t II12, il llto i C,Ili) �2et lt I)Wrcatioo of, land for l(c,,ittuaI Hfultv 2,9 add Road ltllrt' Cor I't for efe id 1 If ic o I k - Rad Ill 1pi ovcl 114" "PaiI Qui A la) tic lanu ,, i, it h) ally of ill,- I'Lxhih;L 1, 1; ( 1,1 17 Ri�ht f -4�0 Five [4,ighj If , L Wav 1,660 Way 1),071) i,,p leJ Jiv ,tic lorltv oil I)ecerubcr 272,00iii, I ot, ite 'eto irs 1, tilia at,� by VD01 C, Ov f which Map k tirRoulu it tile ) 'y ill by die i diali, the it ;rnd idrill lit il�Q 5iruple the opl, Irr, lit I eArc,i, tire d(4calC aild ill( `9 and tt I"101 a it, tit [lie ii t to dcrfcote an e ,!fill ! J at Ihc of [kc the tit' ilc �va N A-, flic 0,011, o� the i -Ill the J,Jy tile o iILLIl Te t t II ClAn 1 lketllc� Sl tihuld sball IiQ Ithe Oivl�Qr th . *1 lo: te( w thc 1�lr :,Uch and IlAdraullic 1 a Dedication if Additionat Land r I 0 te 19 f ireI�ertliill rIddiiional hold (ill IlIQ Rir (Iry ti I u, ol wy its litalQa on rttiiip�� ot, the pirct!k At IY P� r dediculed to ffic ConriroloWcalth the 9 hervin Roule 29filvkhknilii� Koitil lita,,warli. in flit I11(v neill Eire tk) by tile the and sof County of Ili Id that fluk� pr�ci_� Area intry be adjusicil ov'rivy dedicate [hc Area to IIIQ vVithin ilitkory (,)it') day�i after tile, clude of all III R� kite, 21)Ilkdraulic Road tile ote ltOwner 3hall pay lit' -t,� Of file to thQ Attornoy�li Oil laild i, ( tbv land 1110 Tii,rthr to "Chiive uw of' 0w huld. hill6c.1ped be Iiurpoi:2 U�� fifull flur Plume I of (a) fri ihe I hlt kil I'tilij I tit cz ;uld. I ti& of ill- Owner [lie portion slhufl be by the 111c, it' tile land ha, bQQTI III lhe 0Nvtivr litiv lr� h,,� decd,l,0 titit 110 I In, for I'm skielk IelIit9 ll I ',I 14 ic I` toe of 11w Il Rome 21) In A. I ho Owl let AX,20I,W�illd Ithe hi V, t but ill to tile it A, It, C lit 0, ilk il;i lit, e't lie nafllt� ti t te i VD01 t titlllucti�i L, I" ot Ci, -cl iliat b� the II)) VD(i I flit but lit) I= let- illail hv li, tile ]ot Ili iol 1 W-3- I 9). on - it ltg ol, tile (:ormty, I III itile outay tor te fohlrk� Hist Sirect) I lilt Rokid A (k l I kit t%%u I on 1-Alibit A ind hbeleij thc lle�ut�%)Jls it lui'rtiotl 6rrdcd by tile n il tile lt A. to C,�rtjhl off�sltc lit (�'ny (it'( �![ (fit: ph I fi-aulic inid akit kilher i - C tuld (ii-Quitnict 19 lictwccri fl.Wr i I , �& hn pi ovenlcllts"� tile Owocr nia". lit palai -1, r tile City ter rilisli 1 in tire City ki-own s Improve VDOF und (,io, Ilurriber Q029-104-244 (thc "Substituted i:ontribuw lilt R, in ilie ilroivcl (tile in licti oi, 01c let Ilotily tile (div, Dil r") ill it; ting u f i Is t ion wi I ill �xtv days tire allptiwal offho ri fil Fhe sliall "Py oi_ the p1g, for VI Iii,ic I the it tthe '2, 'lilt to the deadline loT tile to ubu lit the ris (as Iit,, flivird it) 'tit), I e ) s �Ci. u1noillit ot [Ile it) i1hu rt I r L tile Owmi- and lite 01, iffic the d�lvs rifler execution �,jhull prLrNj,jc, a-colly oftbe ('it), Agiccurent to lliv 4, Widlill SiN (6) UtOathli tito in,: it I unt of Olic Million a portion lliv, the ('h� in tile ilato tlw cilv and VD01 aud ��( Ilt"i �ilw *1 It(: ltluiptovellic it bv [lie l It 5. fil tile oolt to thu Ncl(,*,orur;biJii0J1 be lord the Net t, I tile Inc rslinl I in'd I in till vicinity tile It l ieCW A04 firoilk Ila', 0 lW I it Cd by I tlttI - -it (mil lit III' th,, I I : fte Il llrqjvt�l lit itbythQ Iitit, die accel 4"Ice, the div cliy's IN,�t oclicvcd f C, I N I t tic 1%N III cs� EAAP, I ----------- it South IiJ1nJCJ lilibility LIA1111ully liv: South C, I '111F HAVEN AJ --- ---- X COU�NTY OF ALBEIVIARbE Department ofCommunity Development -e Road, North Wing Charlottesville, Virginia V90Z-4596 Fax (434) 9724126 Noven-her 25, 2013 Steven F. Teets, L,S 72M WisGQnsin Ave #400 Bethesda, Md 20814 RE: ZMA201300009/Albemarle PlacelStonefield Proffer Amendment TAX MAP 61WISECTION 31PARULS 19A, 19B, 23, 24 and 26 Dear Mr. Teets - 0 ezo n C lon OniqQviember 13, 2013, the Board of� Supervisors approved the above noted NM r at g appli at sucjarrt to the application plgn dated October 21, 2013, code of development dated October 21, 2013 and 'tached proffers dated November 13, 2013. Please refer to these documents for any furture applications a, and requests on th 1.5 property. Ion 0 t that although the Albemarle County Board of Supervisors took act n he Please be advised mil ell appideati a project noted above, no uses on the property as approved may lawfully begin u I includes: approvals have been received and conditions have been met, This . compliance with apliGable PROFFERS; compliance with requirements of the CODE OF DEVELOPMENT; approval of and compliance with a SITE PLAN; and approval of a ZONING COMPLIANCE CLEARANCE. Before proceedingmith further lise ofthis property crihould you have questions re2arding the above noted acton, please contact Rebecca Ragsdale at 2W-$832. c V. W C�di VeFrg ayne rofP1 Director of P1 Cc; Alceriarle Place EAA LC P 0 Box 628 Colurribla So 29202 bLa Albemarle place/Storlefield PROFFER FORP4 AfYIENDMENT TO PROFFERS Date: November 1.3, 2013 ZMA # 2013-00009 Albemarle PizaiStonefield Tax Map and Parcel Numbers: 061WO-03-00-019AO (as it birs been subdivided), 061WO-03- 00,019BO (as it has beta subdivided), 061WO-03-00�02300,061WO-03-00-02400, and 61WO- 03-00-02500 65.034 Acres zoned Neighborhood Modd District (NNID) to he rerined to Neighborhood Model District (NIMD) This in*stTument aniends those certain Proffers dated Mirreh� 13, 2012, for ZMA # 2011-00007 Albentarle Plauc&oneficld C'ZMA 2011 Pild1cus"). EYcapt at expressly ayncnded hereirt, the ZTVIA 2011 Proffers hall remain unchirriticA and to the extent that any terms, conditions and obligatiolls contained in the ZMA 2011 Proffu� have noL born fully met, trnas, wilditiortt, arid obligations alla r,emain in full fQrcQ and eff�et Albemarle Resity (E8.,A), UC, a South Carolina limited liability company, is the owner of a parect of land that wcrc subdivided from ta map parcel 061WO-03-00-019BO, which parcel ilk ivision of shown as "Lot D2", wetairing 5,487 acres, each on a plat emitled "Pliat ShowLr.- Subd Stonefield, Jack Joileti Nfaigisterial Distriut, All�eonarlt. County, Virl�rda�' dated July 15, 201i, n the Clerk,s Office of tjj� Circuit Cour of Alloomarle Courity, VhrOnia in Deed Book 4135, page 215 last revised Noverrilitr I O� 201 1, prepared by W,W. Associates, which plat is of record i m tcd (the "Lot D Parcel Subdivision Plat"). Thf Ila -von at Sturtefield, T-1,13, a South CRiolina It i that as subdivided from tax map parcel liabUity coraparly, is the owner of a parcd of land I8 acte, on thu Lot D 06 1 WO-03-00-019BO, Which parcc�l is shown as "Jot E2'� contai ning 7k3 Pz_=1 Subdivision Plat, r an ticFarlatre Stom-,field, LL�', a Virgirrialinlited liability ccomp y, isnow the owner ofaparcQl M. 0-019BO, whIch parcel is 3homm as that also was subdivid,,il from tax map parcel 061WO-03-0 "Lot DT', containing 1.0.1 0 acres, oil the Lot D Parcel Subdiviision Plat. fr? sirriPIQ owilea of a Delawaxa limited liability uluatpty, i5 Gic At kmarle, Place RAAP, LLC, -03 -02300, 061WO-03-00-02400, 061WO-03 -00-025W, -and the taK map, parcels 061WO -00 els 061WO-03-00-019BO and 061WO-03-00-019AO that were residual portions of tax imap prark; Farlant: Storrefield, LLC, a, 'The not corr,,eyed to either Albemarle Realty (E&A), LLC, Mae toffers, AlboritErle Placte EAAP, LLC, PuVoses of th0se P Haven at StoneficId, LLC. Far the NjacFaTlarre Stonofield, LLC, The flarve-ir at Stonefield, LLC, and Albemarle Realty (R&A), -red to tic ein as (tile wriet"), Tile tt�rm "(Dwrer" as feferenced LLC are collectively ref�i hcrein shall inclde within its meaning tht o,,vpex of record arid suxessors in interest, 0 06L�LQ 03 0 7300 �L 03 00 02400 0611VO-03- OTiflined Proffer; Ameridiriacril: X d Parucl Subdivision Plat) (collectivoly, the. "Property"), are the subject of zoning, map amen trient number ZMA 2011-00007 origitlorlty submitttd as "Alberrarle Place Proffer ap?licatio amcd to "Stonefleld." pursuant to Section 33.3 Qf tile Albemarle County Zoning Ordinance, thte Owner AirlendmI which.application natTre has been ren. ich hall bri appli��d to tbl� yolunterily groffien the conditions Listed in this proffer statement, vvh property if t1ic r�,zoahug is approv�d by Albemarle County. Tht�,sfc cc,nditions are proffered as part of the ruzotrug and it is aclurkowledged that the candnions tire reasonable. Tire. Albemarle place/Surriefidd Project was originally approved by the County Board of along with proffers frourr the prior owlier 003 as ZMA 2001 �007, Supervisurs on October 22, 2 -d by The Cox Compimy, dated dated October 22, 2003, and a Code of Dnttloprrront priqriut ent is hereb arriended October 15, 2003 (the "Code of Development"). The Code of Devetopm y to substitute the Appendix A, attacbed lratr� to in place of the Appendix A from tile 2003 The docurruirit The Code of Devolon, trant includes Far application plan (the "Application P1 i 81,01 yet? ,r to the Exb1bit A attached htmctu which is term "Application Plan" hon�efortl Town Ctuta, Also knQv,,m as Stonefleld, Albeintralle CourtV, ctrptionod� "AlhtmarlQ Place 110-21-2013," The dated Virginia, Amended Application Plan - Full Bitild, Exhibit A, improverrents proposril for the Propert y a -re collectively referred to as the "ProjacL` Except as cxpressly amended herein, tire ZMA 201 1 Proffers �hftll retrairia arid to the cxteart that any terms, conditioris trad obligations contained in the LMA 201 1 Proffers have not beeir fully met, such terms, coaditions and obligations shall remai iii full for= mid effect. (Signature Pagct Iramedirnely Follow) Original proffer: WITNESS the f1lowing signatures: ALBETYLARLE PLACE EAAP, LLC, a limited liability mrnPrmY B J0 cL_ President ALBEKARI FALTY (F&A), LLC, red liability company a South Cirrolitia firni By; Edens Rculty, ltic,, a South corporation, its Solo Member B Original Prolfer: Arriendmnu X THE HAVEN AT STONEFIE110, LLC a South Caroli firrawd liability company 4�1 Name: Title: M ACFARLANE STONETIrLD, LLC Virginia limited liabi firy company By. T TO: Ge raid Giktobu FROK 'Nap, Cilimberg, DireCtgr of Fbirani, DIATe� May 1 6. 201 1 -Q�jrrj* ary Sice T(t Xteffiarle Flace (Sconafie!4 Pr in FTWI, �ch 21, 201 1 SeCtiOrt 8- �e Zoninnig OrdirianCe �UIOWS d1e DireCtOr Of PlilMning COr allOw a site plarl to vary from an "roved pritsimt development plan Or cc4ei of deek?pment In the Ne*hbo boo lvli�i el r 'd, , d DI5tHc1 K. among Q-thor provislont, the directinir detemkm, thiat the var�latlitn in S" acr_,gr , d With. OV Pvqpose and inttnt:oftha appq-oyq , d appliCaitIon plan and codo� The iolloy-ing I's an atuls-n of cart2in ftiatmes preiously ident0led. or -CUrrendy b@.Nng requested to vary frorn the arve awliculon plan a -rid cod a as ltpy relate to the �,-Wm (dated March, 21, 201 0, Fmture!s ant site pliln Consignz wilth, t�* plan and Code cir varladons al.la n R-5.53 -are r�p trioted, 2ble under Se Cuo Theater Locaflon and Rallartionship to HydrAulc, Road (Praylously a4dressed in S125l*6 The ptop,� rticlAtioa of the theater fra,nx the $Outhwest corner of -dit site to a Jocation 10 a_ n HydraulilC KoAd eut of CMar HJ1 Roadarles from the appIlication plai that pre$C� tolry,nKcMes PlongthIspomartotHydmulilcRoaff Thekitenl;ofthetownhCtsesw�Uto, 41ac th edge of Is the project and provide a visible trans WICIrl frOM Hydrllimtlic Road, 4n Entritrice Cortridor, to t a h_ , of the di�pilnmern store, prp . Me in the appdicIllon pfafl� 5%ff Nu prevlousb/ indicated thgt the ap-plicant nee& co demcrstrate that the propoutj chanW 'I] be a sIditable d W1 eSign WbS�I!itUre for- the townhouse unlrM shwn on the applicabor, Plar", most Par_dcuI`u`IY tO thE, Satisbcdon Of the AKE, TJhI5 I,. an allowable yariladon Provide that ail ARB COndwons are Complied Wt h� Second loor USOS (Previoi1ly Addriaslad in 5125106 V ricn) arNt The I.PpliClitiOM PJ&n iillu,�u2tad uses on b , oth tl�te first &Lr and u9W levels rhir"ClUghOurc the� pro�ett YVItille yg,-�W Mixed w e woL4dJste;t positive arid deairaWet feature, of thk development, it was not a raqLIIyemlerrt Cif the gipidiication plart an Thz, the sit,., plan II C We co co Block A (Previcrusfy noted in �l`18109 Advisory Crinniants) P4VWng I= a4azerill, to RL, 29 and Flydratific Re, in che Initial plan are to b& rellegated (diat is ZW it It nOt any ctosr to thte Stme�t than -the front Rne Of the bu�ldlng_s �Ilong kht str"et) arld,1017 screened w the sariste0on of the AKB� Block D (Previously noted in 91281109 Advtsorf Comments Nirking 19ts adocentio RL 2 in d* itni pbn arreto b# releM -is not any cbser (tht _it, is hI tc) the Street than the front line of the buildirigs along Lhe stram ;And/or wir"pin-tf to the satisf�Qb0n, of the Mock C (Previousty noted in 9r2EV09 Advisory Comments) Please rafer t rhearer ]DcAcbn and retationship to l4ydraullc Rd- above- Aiso, how ri rode I at th a - O DeVelOp"Ient SatS mininuirn 2 -r01ie5 (up to 5) ip;cepr fbr remurants, outdoor c�ifes and retuQ WoS�s Ill Block Block E Note 3i 12107variaCicift, if 51:111 applicable (atilacit ed), Q29tJ I VA41tion Kaquesu-. lalYgur. si�zt a -rid orieriCatiori �of eakc�, pka?, #s 1, 2 aind 3 - Changes ED the london, desig, er P, n (c) as you hwe open wid girten spa,,Ce Wc groclted CQMlitient with the fin&np und S c:I:tO presented andareprmissible M 6" rted. #s 4� 5 nd 6 Moditficatiolris, to alJow for tilve width QfSideWall(A. planthIg smips and p4ailgerscan be V -axe -d ronsisterit with the firdlW under Slactlon 8.5-S3 (C.) as you �avp pre -.e fitted suNemtto: a ; `trJ`psJbGXe,s and the intierior edge cksidewiiilks nO minifflurn sklaw2lk width of b-tLW#An plantinlf parldnig Qy4rhang onto skle,i�, in Wksngljots nIm W rjdewjk�s, all I P ar*_g MriptIbOX as uof 5'. located between edge, of stret and sidey,,Ak and #7 noted can be gra -ted r n _onsistent with the fwldiings under Section 6-S-5-3 (C.) as you have presented - harig- to the d-9411 d Stol-fi-1 Blyd� fb-, (4) hitne! Set�on tO a Witj ect to COLIty E*neerYD0'T approval based on apphr-aWia, 91�kitudial thp- layout and orie intion of parkAng spao�s alorrg4nglewood Drie swh that d -le, 5pace; art oriented per pendirit lar to inglewntnd Qnnot b@ grante 'Wo _ d 2,, Ineet ad rvill imction as a e - Ilet isafa -eat to d* narrmyed Stmefield Ptlyd, I #7 aLVYe) and mch parking N no in zatheral t @ccord with tht purpcilie and intent of the 1.kWoyed ptzoiling fop,t AkIbarrialile.-Place streat$ySzemu Parallel parrWing is desired� but it is posalb;e for arigiled Park.09 W he corsidered under County reguhibons (provided this stirter is Vprow ed at a private sitreetX depOndenc On'the irnpac. r 0 tj) dite fUnCtich 'he 5 anted parking to nallEy of t et based on applicable zraffic studeks. 49 - Modification of Main SL rfiesign to allow Curbless seCtlqfl,5 M be granted consi!wtent widl tile firlihngs under Secdon, 8.5,53 as You havilt Presented subject M Coumy Engineer approygi- #1 0 - Ad I owarice of Ston efilield Bld. as xhe only road dedicated to pubk 05,,e w3hin the Project is an Qpdon perrindUe of th -y-s ant under "S�,Feet CiamiliTca 0 on pages 23 arid 29 - e Code of DL fllop� 2nd Is sul:Ijact w review uindor �W_jQ.We ordi.naince, prorvi5ions.. Allowance f rjsht�in nirn rom sbuthbOtind Rt 29 Intc, Mmk R can, be gramed ronsi5ce with 'act to County be findip -gs, un -dal ection 8.,5�,53 (q�) aS YOU flave pre5ented subj EnSinwNDOT approyal based on appriczNe iirmffic swdl es. #1 2 - IM"ftaclor% of thk Block D and BlaCk E boondaries Is granted consistent witih the fincli%5 under, Section 83,$3 (Q,) U you haYe progentad and Ills permis5lNe as depiaed, Oil -,AJIowanctt of six (6) IsWify hotel ais long N it is M) taller than niflety (90i feel k,V-anta cor6i5tent witth the, findlings uMder Section 8�5,52 (C�) U, you Save Preseritft4 ft"d is peml�ssibbp as #14 - Modhlicat$cln tD allow fcw 5' Mi i PrIllilurrit sidel,yaks a" pimeriOT of rear of, sorne buidingis Carl be granted consistemit with the findiingl Under Secti" 8.513 (0 0 You have presented subject to erhang orlto sJdevv;*,g in palkit.)l; jam nex Cp Mde lk�-, no p;irk�ing ov t WA #1 S - CharIllim W the width of t�e �4,r area at the we=rn edge of t - proii�_, propefry to a hL -anted rainilorn of IV = be gr conslistient with the findings under Secdon (c) a is you [rave. - -the sacond p, aIraph on pqi� I Of the, Code of presented ublea to compillan, ce wth Demal opment tinder "Exterior Lan _d$Caping and V'gsual Impact Mifgation' and any skE plain requitrernemu ftoc rri& be pppilicuMe, including;screvniiing of oLitiecdorvable fersrtijlrr�,s. $11311 1 Variabon Request Replacement of North and Soudi New Ma�n Streou berwren BuMirttgs D I aild 02 with a 5ifnele roadis ranted comistent with the finkngs under SK -tion 8-5-S3 (c.) as presented am is permissible as depicted� Please rvace 6a developprimt under this requtst 6 rig to ;ail other applicable. 4oning, sitp- pkiin an building permit provisionsind these varl3j6o ris do, not wRo5ede those re-quiramleria, REVISIONS # Description Date 2019 - 30 SCALE, LLC i,' owner: TH E CH RISTOPHE R COM PAN IES 10461 WHITE GRANITE DRIVE CIAKTON VA 22124 i�l engineer: 1 30 SCALE, LLC 871 J USTI N DRIVE PALMYRA, VA 22963 p: 434.242.2866 �1 e: mike @30scale.com web: www.30scale.com sheet tt I sheet title. < OF PRO FFERS ::v > scale: I 1 -20' date - 0 U 3/4/2019 LU __J cc� < < z CL LIJ N Z LU r_J T,:�' :h4 M Cr) z I I CL LU "Mmi 0 I I LU f U0 0 I 0 LLJ :D U sheet tt I sheet title. OF PRO FFERS ::v scale: 1 -20' sheet tt OF scale: 1 -20' date - 3/4/2019 UD a a 0 a 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE -MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING 112 CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. - -_ •� :rr r 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. E 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM -385-1-1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO (REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: SITE CLEARING DEBRIS MAY BE BURNED IF ALLOWED BY THE LOCAL FIRE DEPARTMENT. ALL BURNING RESIDUALS SHALL BE REMOVED FROM THE OWNER'S PROPERTY AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, 'VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1 -FOOT ABOVE THE PIPE CROWN SHALL BE 1 -INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CIHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN t3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3. EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION LIMITS/LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL :STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL RILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, ROOTS 36 -INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE: CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE, THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT ALL TIMES. 3.7 SURFACE PREPARATION 3.7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS, 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM -385-1-1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. EARTHWORK REQUIREMENTS CONT'D 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO, PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUIITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6 -MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6 -INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY IBLADING, ROLLING WITH A SMOOTH ROLLER, OR BOTH, 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6 -INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6 -INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6 -INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFILLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN-PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.1 1.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10 -FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 100% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 100% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, `RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED, UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM G 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLAkNS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY ECS, LLC. TITLED "REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING ADDENDUM, ALBEMARLE PLACE, CHARLOTTESVILLE, VIRGINIA, AND DATED MAY 8, 2009. THIS REPORT IS AN ADDENDUM AND REFERENCES THE FOLLOWING REPORTS: SCHNABEL ENGINEERING SOUTH, LLC, SEPTEMBER 27, 2000. GEOTECHNICAL ENGINEERING STUDY, RETAIL DEVELOPMENT, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 22, 2004. GEOTECHNICAL ENGINEERING `.STUDY, ALBEMARLE PLACE TOWN CENTER PHASE I, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, OCTOBER 26, 2006. GEOTECHNICAL ENGINEERIINgG STUDY, ALBEMARLE PLACE POWER CENTER, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. SCHNABEL ENGINEERING SOUTH LLC, APRIL 2, 2008. GEOTECHNICAL RECOMMENDATIONS, ALBEMARLE PLACE, SEMINOLE TRAIL AND HYDRAULIC ROAD, ALBEMARLE COUNTY, VIRGINIA. NOTE: THE ABOVE -REFERENCED NOTES ARE FROM THE APPROVED BLOCK D2 SITE PLAN, SDP 2014-00070, AND IS SHOWN FOR INFORMATION ONLY. REVISIONS # Description Date O 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com sheet title: GEOTECHNICAL ENGINEERING NOTES sheet # r� � scale: 1"=20' date: ALBEMARLE PLACE WAIVERS, AGREEMENTS AND CLARIFICATIONS ADOPTED BYTHE COUNTY OF ALBEMARLE ON DECEMBER, 2003 AS PART OF ZMA # 01-07 AND AMENDED ON AUGUST 4, 2010 AS PART OF ZMA # 08-003. WAIVERS TO THE ZONING -ORDINANCE,.CHAPTER 18: UNDER THE AUTHORITY GRANTED IN SECTION 8.2, THE BOARD OF SUPERVISORS HAS WAIVED, VARIED OR ACCEPTED SUBSTITUTIONS TO THE FOLLOWING SECTIONS: 4.2.3 LOCATION OF STRUCTURES AND IMPROVEMENTS: THE REQUIREMENTS OF SECTION 4.2.3 ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4,3 (a&b) TREE CUTTING: THE REQUIREMENTS OF SEC11ON 4.3 (a&b) ARE WAIVED, CONDITIONAL UPON APPROVAL OF AN EROSION AND SEDIMENT CONTROL PERMIT THAT MEETS THE REQUIREMENTS OF SECTION 8.5.5.4(b). 4.6.1 FRONTAGE AND LOT WIDTH MEASUREMENTS: 4.6.2 LOTS DETERMINATION OF LOT FRONT: 4.6.6 LOT ACCESS REQUIREMENTS: THE REQUIREMENTS OF SECTIONS 4.6.1, 4.6.2 & 4.6.6 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) ACCESS WILL BE MAINTAINED TO THE INDIVIDUAL LOTS THROUGH ONE OF THE FOLLOWING OPTIONS: A.) LOTS MUST FRONT A PUBLIC STREET AND BE SERVED WITH DIRECT ACCESS TO A PUBLIC STREET, OR B.) LOTS MUST FRONT A PRIVATE STREET AND BE SERVED WITH DIRECT ACCESS TO A PRIVATE STREET, WHICH IS BUILT TO THE STANDARDS SET FORTH IN THE SUBDIVISION ORDINANCE, PROVIDED THAT ANY SUCH STANDARDS MAY BE WAIVED OR MODIFIED AS EXPRESSLY PROM DED IN THE SUBDIVISION ORDINANCE. (NOTE: AN EASEMENT SHALL BE REQUIRED TO ALLOW THE GENERAL PUBLIC THE USE OF THE PRIVATE STREETS AS A RIGHT-OF-WAY). 2.) WHERE PARKING FOR A LOT IS NOT ON-SITE OR DIRECTLY ADJACENT TO THE LOT ON A PUBLIC OR PRIVATE STREET (I.E., A PARKING GARAGE), THE OWNERS OF THE LOTS WHERE PARKING IS PROVIDED IN A GARAGE SHALL HAVE PERPETUAL ACCESS TO THE PARKING GARAGES AS WELL AS A PERPETUAL RIGHT TO PARK CARS IN THE GARAGE. THE RIGHTS DESCRIBED HEREIN SHALL RUN WITH THE LAND. THE DEED, DECLARATION OR OTHER DOCUMENT ESTABLISHING THE RIGHTS DESCRIBED HEREIN SHALL BE SUBJECT TO REVIEW AND APPROVAL BYTHE COUNTYATTORNEY. 3.) ALL STREETS AND ACCESS WA)S DESCRIBED ABOVE SHALL BE REQUIRED TO BE BONDED AS PART OF THE SITE PLAN OR SUBDIVISION PLAT. 4.6.3 LOTS YARDS ADJACENT TO STREET: 4.6.4 REAR YARDS ON INTERIOR STREETS: 4.6.5 SIDE YARDS ON LOTS: THE REQUIREMENTS OF SECTIONS 4.6.3, 4.6.4 & 4.6.5 ARE WAIVED AND REPLACED WITH THE BUILD -TO LINE STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.7 OPEN SPACE: THE REQUIREMENTS OF SECTION 4.7 ARE WAIVED AND REPLACED WITH AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 4.11.1 COVERED PORCHES BALCONIES CHIMNEYS AND LIKE FEATURES: THE REQUIREMENTS OF SECTION 4.11.1 ARE WAIVED UNDER THE FOLLOWING CONDITIONS: 1.) THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT MAYAPPROVE VARIATIONS FROM THE REQUIREMENTS OF SECTION 4.11.1 USING THE CRITERIA SET FORTH IN SECTION 8.5.5.3(c), IF THE APPLICANT FOLLOWS THE PROCEDURES ESTABLISHED IN SECTION 8.5.5.3(b). 4.15.5(a) SIGNS AUTHORIZED BY SPECIAL USE PERMIT: THE REQUIREMENT OF SECTION 4.15.5(a) OF A SPECIAL USE PERMIT FOR OFF-SITE SIGNS IS WAIVED. OFF-SITE SIGNS WILL BE ALLOWED BY -RIGHT. 4.15.11 REGULA11ONS APPLICABLE IN THE PUD DCD AND NMD ZONING DISTRICTS: 1.) THE REQUIREMENT OF SECTION 4.15.11 FOR SIGNS ARE WAIVED AND REPLACED WITH THE SIGN REGULATIONS IN SECTION 4.15.13 HIGHWAY COMMERCIAL (HC), PLANNED DEVELOPMENT SHOP SHOPPING CENTER (PDSC) AND PLANNED DEVELOPMENT MIXED COMMERCIAL (PDMC). 2.) THE REQUIREMENT OF SECTION 4.15.11 FOR A MAXIMUM HEIGHT OF WALL SIGNAGE OF 30 FEET HAS BEEN CON DITION ALLY REPLACED WITH A MAXIMUM SIGNAGE HEIGHT OF 58 FEET. THE CONDITION IS THAT ANYSIGN OVER 30 FEET SHALL BE SUBJECT TO ARB APPROVAL, 4.16 RECREATION REGULATIONS: THE REQUIREMENTS OF SECTION 4.16 ARE MODIFIED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 51 16 (a&e) SWIMMING GOLF & TENNIS CLUBS: THE REQUIREMENTS OF SECTION 5.1.16 (o&e) ARE WAIVED AND REPLACED WITH THE AMENITIES AND IMPORTANT FEATURES BY BLOCK THAT ARE ESTABLISHED IN THE CODE OF DEVELOPMENT. 5.1.21 DWELLING IN COMMERCIAL AND INDUSTRIAL DISTRICTS: THE REQUIREMENTS OF SECTION 5.1.21 ARE WAIVED. 5.1.24 SUBORDINATE RETAIL SALES: THE REQUIREMENTS OF SECTION 5.1.24 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT, 32.4.1 PRELIMINARY CONFERENCE WITH STAFF: THE REQUIREMENTS OF SECTION 32.4.1 ARE WAIVED. 32.7.2.8 SIDEWALKS: THE REQUIREMENTS OF SECTION 32.7.2.8 ARE WAIVED AND REPLACED WITH THE USES AND STANDARDS ESTABLISHED IN THE CODE OF DEVELOPMENT. APPROVED BY THE BOARD OF SUPERVISORS OF ALBEMARLE ON SEPTEMBER 11, 2013 VARIATIONS GRANTED TO ALLOW FOR FOLLOWING: 1. THE BELOW LISTED ELEMENTS, A THROUGH D, THAT VARY FROM THE ZMA APPLICATION PLAN, A. THE MODIFICATION OF THE BLOCK F AND BLOCK G BOUNDARIES. B. THE LOCATION OF THE NORTH -SOUTH ALIGNMENT AND THE GEOMETRY OF DISTRICT AVENUE THROUGH BLOCK F AND BLOCK G OF THE PROJECT. C. THE RELOCATION OF THE TWO (2) "FUTURE EXTENSION" CONNECTIONS POINTS TO THE NORTH AND THE ONE (1) `FUTURE EXTENSION" CONNECTION POINT TO THE SOUTH. D. THE BUILDING LOCATION, ORIENTATION, AND ALLOCATION OF SQUARE FOOTAGE FOR THE FACILITY TO BE LOCATED ON BLOCK F. 2. THE MODIFICATION OF THE LOCATION OF THE PLAZA AREA AND ELIMINATION OF THE "CAFE" (AS SUCH ARE DEPICTED WITHIN BLOCK F ON THE ZMA APPLICATION PLAN). IN LIEU OF SUCH IMPROVEMENTS, APPLICANT PROPOSES TO CONSTRUCT ENHANCED PEDESTRIAN CORRIDOR. NOTE: A ZONING MAP AMENDMENT REQUEST WAS SUBMITTED TO THE COUNTY OF ALBEMARLE ON JUNE 14, 2013. THIS REQUEST IS TO AMEND ZMA 2011-00007 THROUGH THE MODIFICATION OF THE "CODE OF DEVELOPMENT" TO ALLOW FOR AN ANCILLARY FUELING FACILITY WITH CANOPY. NOTE: THERE ARE NO PROPOSED CHANGES TO THE BLOCK AREAS PROPOSED WITH THIS MAJOR SITE PLAN AMENDMENT ZONING DETERMINATION BY THE COUNTY OF ALBEMARLE ON DECEMBER 29, 2010 DETERMINATIONS ON THE APPLICATION OF THE ZONING ORDINANCE CHAPTER 18: UNDER THE AUTHORITY GRANTED THE ZONING ADMINISTRATOR THE FOLLOWING SUBSTITUTIONS Q HAVE BEEN ACCEPTED: 4.12 .6 REQUIREMENT FOR MINIMUM NUMBER OF PARKING SPACES: IT HAS BEEN DETERMINED THAT THE THEATER PARKING MAY BE CALCULATED AS PART OF THE SHOPPING CENTER PARKING CALCULATION INSTEAD OF USING THE SEPARATE THEATER PARKING REQUIREMENTS SPECIFIED IN SECTION 4.12.6, THIS DETERMINATION IS BASED ON w THE CURRENT LOCATION OF THE CINEMA WITHIN THE MIXED USE TOWN CENTER AREA. a z n NOTE: THE ABOVE -REFERENCED LIST OF WAIVERS, AGREEMENTS AND CLARIFICATIONS ARE FROM THE APPROVED BLOCK D2 SITE PLAN, SDP U w R TION ONLY INFORMATION MA ON 2014-00070, AND ARE SHOWN FOR O M GENERAL CONSTRUCTION NOTES FOR SITE PLANS 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE CURRENT EDITIONS AS OF THE DATE OF THIS PLAN SET ARE MUTCD, 2009 EDITION, INCORPORATING REVISIONS 1 AND 2, DATED MAY 2012, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, 2011 EDITION, INCLUDING REVISION 1 DATED 30 SEPTEMBER 2013. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III AND CONFORM TO ASTM C-76. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (2965832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. THE CONTRACTOR SHALL 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG -9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE --1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT `.SECTION DETAIL, SHALL BE STRICTLY ADHERED T0. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOVS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARD'S AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFFPRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10, ALL FALL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12, BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14, BORROW, FILL OR 'WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL S SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD RD PERSONS, , PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SMALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. AND MULCH. AGRICULTURAL 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 100OLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. SITE PLAN NOTES 1. EXISTING MANHOLE FRAMES AND COVERS, VALVE BOXES AND COVERS, HAND HOLES, PEDESTALS, ETC, THAT ARE TO REMAIN, SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES AT NO ADDI11ONAL COST FROM THE BASE BID. 2. ACCESSIBLE PARKING SPACES AND ROUTES SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN DATED 15 SEPTEMBER 2010, OR THE LATEST EDITION IF AVAILABLE. THE PAVEMENT SLOPE WITHIN AN ADA ACCESSIBLE PARKING SPACE SHALL NOT EXCEED A MAXIMUM OF 2.0% IN ANY DIRECTION. 3. AN ACCESSIBLE ROUTE MAY NOT EXCEED A MAXIMUM RUNNING SLOPE OF 5% UNLESS A RAMP COMPLYING WITH ADA STANDARDS IS PROVIDED. 4. PAVEMENT REPAIR IN EXISTING STREETS SHALL BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 5. ALL PIPES SHOWN AS HIGH-DENSITY POLYETHYLENE PIPE (HDPE) SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE. MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. 6. STREET SIGNS SHALL BE INSTALLED BASED ON THE EXISTING SIGN CONFIGURATION ON THE COMPLETED PORTION OF THE STONEFIELD DEVELOPMENT CONTRACTOR COORDINATION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR CONSTRUCTION. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS, EXISTING UTILITY SIZES AND LOCATION, EXISTING TOPOGRAPHY AND OTHER SITE CONDITIONS ARE IN CONFORMANCE WITH THE PLANS. IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ENGINEER TO DETERMINE THE COURSE OF ACTION TO ADDRESS THE DISCREPANCY. THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE IF THEY DO NOT NOTIFY THE OWNER AND ENGINEER TO SECURE GUIDANCE ON A CORRECTIVE ACTION. 3. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING EASEMENTS WITH THE OWNING UTILITY COMPANY A MINIMUM OF 30 DAYS PRIOR TO BEGINNING WORK IN THE EASEMENT, AND 30 DAYS PRIOR TO BEGINNING OF SITEWORK IF ADDITIONAL LEAD TIME WILL BE REQUIRED. CONTRACTOR TO ENSURE THAT THE GUIDELINES AND CONSTRUCTION STANDARDS OF THE OWNING UTILITY COMPANY HAVE BEEN MET. 4. CONTRACTOR IS TO ENSURE THAT ALL UTILITIES, INCLUDING WATER, SEWER, STORM, UNDERDRAINS, GAS, ELECTRIC, TELEPHONE, CABLE, AND ANY OTHER QUASI -PUBLIC UTILITIES ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 5. CONTRACTOR TO PROVIDE A MINIMUM 5 -FOOT HORIZONTAL SEPARATION FROM WATERMAINS AND SANITARY SEWER MAINS WHEN INSTALLING PROPOSED UNDERGROUND DRY UTILITIES, INCLUDING ELECTRIC, TELEPHONE, CABLE AND GAS. 6. THE CONTRACTOR SHALL BE AWARE AND IN POSSESSION OF ANY LETTERS OF PERMISSION FOR OFFSITE CONSTRUCTION ASSOCIATED WITH THE PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MEANS AND METHODS OF CONSTRUCTION WORK WITH THE OWNER AND THE OFFSITE PROPERTY OWNER. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ALL EXISTING UTILITIES THAT ARE IN CONFLICT WITH THE WORK, INCLUDING EXISTING UTILITY POLES AND GUY WIRES. S. CONTRACTOR TO PROVIDE CERTIFIED SHOP DRAWINGS FOR ENGINEER REVIEW AND APPROVAL FOR SITE INFRASTRUCTURE PRIOR TO ORDERING STRUCTURES. ORDERING STRUCTURES PRIOR TO ENGINEER REVIEW AND APPROVAL SHALL BE DONE AT THE RISK OF THE CONTRACTOR. 9. CONTRACTOR SHALL VISUALLY INSPECT CONCRETE FORMS PRIOR TO PLACEMENT OF CONCRETE. IN THE EVENT THAT ADJUSTMENTS ARE NEEDED, CONTRACTOR TO NOTIFY ENGINEER PRIOR TO PLACING OF CONCRETE FOR FIELD REVIEW AND AGREEMENT ON ANY FIELD REVISION THAT MAY BE REQUIRED. ENGINEER TO PROVIDE REASONABLE AND TIMELY RESPONSE TO ALL INQUIRIES MADE BY THE CONTRACTOR. 10, 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. 11. ALL DAMAGED EXISTING CURB, GUTTER, AND SIDEWALK SHALL BE REPAIRED PRIOR TO ACCEPTANCE OF COMPLETED IMPROVEMENTS. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IMMEDIATELY IF UNKNOWN UTILITIES THAT IMPACT THE CONSTRUCTION ARE DISCOVERED. 13. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 14. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE ,ARMY CORPS OF ENGINEERS AND/OR THE VIRGINIA DEQ. 15. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO AN EQUAL OR BETTER CONDITION THAN (EXISTED BEFORE CONSTRUCTION. 16, CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS FOLLOWING COMPLETION OF CONSTRUCTION .AND IMMEDIATELY REMOVE CONSTRUCTION DEBRIS AND MUD THAT HAS BEEN TRACKED ON TO THE SURROUNDING PROPERTIES. 17. CONTACTOR SHALL BE LIABLE FOR REPAIR OF ANY DAMAGES ON PUBLIC OR PRIVATE PROPERTY CAUSED BY HIS CONSTRUCTION ACTIVITY, INCLUDING CURBS, GUTTER PAN, ASPHALT AND CONCRETE PAVEMENT. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF LANDSCAPE MATERIALS PRIOR TO PLANTING AND PROVIDE A ONE-YEAR GUARANTEE ON ALL VEGETATION. STORMWATER MANAGEMENT NOTES 1. THE STONEFIELD DEVELOPMENT IS GRANDFATHERED FROM THE TECHNICAL CRITERIA PART IIB OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) REGULATION PER 9VAC25-870-48. THE DEVELOPMENT IS SUBJECT TO THE TECHNICAL CRITERIA PART IIC OF THE VSMP REGULATION PER 9VAC25-870-93 ET SEQ. 2. CALCULATIONS AND DETAILS FOR THE DOWNSTREAM UNDERGROUND DETENTION SYSTEM HAVE BEEN PROVIDED WITH WPO 2010-0023, ENTITLED, ALBEMARLE PLACE/STORMWATER MANAGEMENT PLAN AMENDMENT NO.4. 3. THE IMPERVIOUS AREA IN BLOCK D2 HAS DECREASED WITH THIS MAJOR SITE PLAN AMENDMENT, SO THERE ARE NO ADDITIONAL WATER QUALITY OR QUANTITY REQUIREMENTS ABOVE WHAT IS APPROVED ON WPO 2014-00096, ENTITLED, STONEFIELD -BLOCK D2 -VSMP AMENDMENT. REFER TO VSMP PROJECT NARRATIVE FOR MORE DETAILED INFORMATION. 4. STORMFILTER AND VORTECHS UNITS HAVE BEEN CONSTRUCTED DOWNSTREAM FOR WATER QUALITY AND PROVIDE A 60% POLLUTANT REMOVAL RATE IN 5. PROPOSED FILTERRA UNITS SHOWN FOR SUPPLEMENTAL WATER QUALITY PROVIDE A 74% POLLUTANT REMOVAL RATE IN ACCORDANCE WITH MINIMUM STANDARD 3.11C OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK, TECHNICAL BULLETIN #6, DATED 11/1/2002. GEOTECHNICAL ENGINEERING REPORT ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY ECS, LTD, DATED MAY 8, 2009, WHICH INCLUDES REFERENCE TO FOUR GEOTECHNICAL ENGINEERING STUDIES PERFORMED BY RING SOUTH LLC FOR THE STONEFIELD DEVELOPMENT, THE EARTHWORK SCH NABEL ENGINEE , REQUIREMENTS ARE INCLUDED AS PART OF THIS PLAN SET. REVISIONS # Description Date cD 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com z �1 0 0 w J a Q F_ Z UJ.1 CL W M C) 0 F__ L/) cc LLJ LjL LLJ Of J Q W r LL, D 0 Q scale: 21 -20'. u date: I ' 3/4/2019 v; ...Siv..+ .W.. . w r sheet title: } *: CONSTRUCTION NOTES »`µ ; 1 sheet # OF 19 scale: 21 -20'. u date: I ' 3/4/2019 v; ...Siv..+ .W.. . CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C1 59.15' 1112.92' 003'42'42" 59,14' S47'32'51 "E C2 140.18' 1105.92' 00715'45" 140.09' S38'47'58"E C3 92.37' 226.50' 023'22'01" 91.73' 523'40'12"W C4 47.02' 178.50' 015'05'39" 46.89' N19'32'01 "E C5 22.03' 119.50' 010'33'50" 22.00' N32"21'46"E C6 18.34' 24.50' 042'53'21" 17.91' N59'05'22"E LINE TABLE LINE # BEARING LENGTH L1 N581 0'32"W 14.43' L2 N49'04'12"W 79.09' L3 S28'23'17"W 45.35' L4 S42'35'36"W 43.64' L5 S35'21'13"W 23.00' L6 S271 0'48"W 38.69' L7 S09'38'47"E 12.73' L8 S35'21'13"W 20.53' L9 S37'38'41 "W 21.75' BLOCK D2 - AREA TABULATION PHASE 1 AREA: 2.83 AC. PHASE 2 AREA: 2.66 AC. TOTAL AREA: 5.49 AC. NOTE: BOUNDARY INFORMATION SHOWN HEREON TAKEN FROM PLAT PREPARED BY WW ASSOCIATES, DATED 7/6/2015 AND RECORDED AT DB 4716 PG 743. 0 50 100 150 SCALE: 1"=50' EXISTING PROPOSED - 5 ..--498--- -12- 1 12 _. 04 - 5 1 � 1 ALBEMARLE COUNTY SERVICE AUTHORITY xrTC 04 ADA � o NSF TMP 61W-3-24 ARV P 61W -3-19A TMP O I-- 0 0 F u W a u o M GRASS DITCH LINING PER VESCH 3.32 VDOTSTD. EC -3 DITCH LINING CONTOUR LINE WITH ELEVATION STORM SEWER STRUCTURE IDENTIFIER SANITARY SEWER STRUCTURE IDENTIFIER CG -6 (CURB AND GUTTER) CG -2 (HEADER CURB) # OF PARKING SPACES BENCHMARK, TEST PIT MANHOLE WITH FRAME AND COVER SPOT ELEVATION ADA PARKING SYMBOL WATER CROCK/METER FIRE HYDRANT WATER VALVE WATERMAIN SANITARY SEWER MAIN STORM SEWER PROPERTY LINE/RIGHT-OF-WAY LINE CENTER LINE FENCE LINE EASEMENT LINE N f F ,TAMES L. AND MAXINE F. STEELE ,-_ _ ._.__._ D.B. 1140, PG. 261, ....... s ! f I a I 4... TMP 61 K-5-1 _- _ .._.... _.....____...W. N/F BRANDERMILL INVESTMENTS INC. 1 2 7 4 47,'3 D.B. 1511, PG. 93 r� ' _ � I .r L 55 TMP 40C-46 N/F VIRGINIA TELEPHONE AND TELEGRAPH 150801 i � us] , i i J ! f ! ! J "WESTFIELD,' SECTION 3 D•8.697, PG 425-426 PLAT J J D.B. 703, PG 732 PLAT J 1 !! AT U.B. 712, PG 689 LAT ZONED R10 AND R15 USE: RESIDENTIAL J J ! INGLEWOODDRI VE__.:_ _.- (PRIMATE ROAD) r f � J J 1 � 1 ALBEMARLE COUNTY SERVICE AUTHORITY PARCEL 1 TMP 61W -3-19A ADA � o NSF TMP 61W-3-24 ARV P 61W -3-19A TMP (OCT STONEFIELD PROPERTY OWNER LLC I-- MACFARLANE STONEFIELD, LLC BASEMENT FLOOR OCT STONEFIELD PROPERTY OWNER LLC DB 4857 PG 503 C) 0 DB 4857 PG 503 ZONED NMD 00 BOTTOM O OF WALL AT GROUND LEVEL I 0 ZONED NMD CUBIC FEET PER SECOND PROP Q DB 4135 PG 215 (PLAT) ADA ACCESSIBLE CURB RAMP (VDOT STANDARD) PSI I� i CL CLASS PT Q I BOUNDARY AND PHASE PLAN PVC POI NT OF VERTICAL CUIRVATURE i PARCEL 1 ACRE { i MANHOLE LOT D3 ALBEMARLE COUNTY SERVICE AUTHORITY PARCEL 1 TMP 61W -3-19A ADA � o NSF TMP 61W-3-24 ARV P 61W -3-19A TMP (OCT STONEFIELD PROPERTY OWNER LLC I-- MACFARLANE STONEFIELD, LLC BASEMENT FLOOR OCT STONEFIELD PROPERTY OWNER LLC DB 4857 PG 503 I ZONED NMD I DB 4857 PG 503 ZONED NMD BW BOTTOM O OF WALL AT GROUND LEVEL I DB 4165 PG 001 ZONED NMD CUBIC FEET PER SECOND PROP Q DB 4135 PG 215 (PLAT) ADA ACCESSIBLE CURB RAMP (VDOT STANDARD) PSI I� i CL CLASS PT BLOCK D2 - I BOUNDARY AND PHASE PLAN PVC POI NT OF VERTICAL CUIRVATURE SCALE: 1 "=50' SANITARY SEWER CLEANOUT PVC AC ACRE MH MANHOLE ACSA ALBEMARLE COUNTY SERVICE AUTHORITY MIN MINIMUM ADA AMERICANS WITH DISABILITIES ACT NSF NET SQUARE FEET ARV AIR RELEASE VALVE OHE OVERHEAD ELECTRIC BF BASEMENT FLOOR PC POINT OF CURVATURE BM BENCH MARK PERF PERFORATED BW BOTTOM O OF WALL AT GROUND LEVEL PL PROPERTY LINE CFS CUBIC FEET PER SECOND PROP PROPOSED CG -12 ADA ACCESSIBLE CURB RAMP (VDOT STANDARD) PSI POUNDS PER SQUARE INCH CL CLASS PT POINT OF TANGENCY CMP CORRUGATED METAL PIPE PVC POI NT OF VERTICAL CUIRVATURE CO SANITARY SEWER CLEANOUT PVC POLYVINYL CHLORIDE IPIPE CONC CONCRETE PVI POINT OF VERTICAL INTERSECTION CY CUBIC YARDS PVT POINT OF VERTICAL TANGENCY DB/PG DEED BOOK/PAGE R RADIUS DEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY R/W RIGHT-OF-WAY DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE DOM DOMESTIC RED REDUCER E&S EROSION AND SEDIMENT CONTROL RT RIGHT EL, ELEV ELEVATION RTE ROUTE ESMT EASEMENT RWSA RIVANNA WATER SERVICE AUTHORITY EW END WALL SAN SANITARYSEWER EX EXISTING SD SIGHT DISTANCE FF FIRST FLOOR SDR STANDARD DIMENSION RATIO FH FIRE HYDRANT STA STATION FM FORCE MAIN SVC SERVICE FPS FEET PER SECOND SW SIDEWALK GSF GROSS SQUARE FEET SWM STORMWATER MANAGEMENT GW GUY WIRE T TRANSFORMER HDPE HIGH-DENSITY POLYETHYLENE PIPE TBR TO BE REMOVED HP HIGH POINT TC TOP OF CURB HT HEIGHT TP TELEPHONE PEDESTAL INV INVERT TW TOP OF WALL IRF IRON ROD FOUND UG UNDERGROUND IRS IRON ROD SET UGE UNDERGROUND ELECTRIC L LENGTH UGU UNDERGROUND UTILITY LAT LATERAL VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION LF LINEAR FEET VESCH VIRGINIA EROSION AND SEDIMENTCONTROL HANDBOOK LP LOW POINT VSMP VIRGINIA STORMWATER MANAGEMENT PROGRAM LT LEFT WM WATER METER MAX MAXIMUM WTR WATER WV WATER VALVE REVISIONS # Description Date M30011- JINNORTA ® 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES x �... �. 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: C3{ 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com .,.., Z1\v,Y n.m. ._.a,xIF , h sheet title: ` PHASE PLAN s f 211 sheet # a scale: date: EXISTING STORM SEWER 3 EXISTING SANITARY SEWER EX 1 (MH) ;EX 244 (DI) EX 112 (DI) EX T , TOP = 535.92 TOP - 506.57 TOP =496.18 TOP = 492.5. 2 18" 'RCP INV ]N = 525.49 15" HDPE INV'; OUT 501.75' 15" 1 HDPE INVtOUT = 492.51 8" PVCINV IN = 481.80 (FROM U) 24" :RCP INV IN= 1516.40 FVC INV OUT 481.60 24" RCP INV -;OUT= :516.14 EX 243 (MH) EX 111 (DI) TOP =505.81 ,TOP= 496.32 EX 11 EX -2 MH 15"'HDPE INV:, IN 501.35i 15" ;HDPEINVJN= 492.10 ;TOP=495.80 TOP = 521.57 24" HDPE INV;IN = 498.43` 15" ;HDPE INV OUT =492.00 � 8`° PVC INV IN= 4$7.06 (FROM V) 24" RCP INV IIN= 514.27 24" 'HDPE INV; OUT 498.321 8°' PVCINV ;OUT= 486.86 (TOT) 24" (HDPE INV', OUT 508.67 EX 110 (MH) EX 70 (MH) TOP =495.98 EX V t - 'EX 27.2 (5'DIA MH - - 7 ''TOP 509.7 e 15 HDP 491.90 ;TOP=499 ,64 ;TOP 510.35 15' ;HDPE INV; OUT 501.85 8" PVCINV iIN= 490,58 (FROM AP) 24"HDPE INV IN = _ 496.08 EX 109.1 (MH) 8" PVC MV TOUT= 490.38 (TO U) 24" HDPE INV` ,OUT ;495 88 EX 69 (GRATE) = 497.61, TOP TOP =505.05 15 ?HDPE INV`OUT 491.56 EX Z EX -27.1 (5' DIA MH) 15" (HDPE INV; IN = 499.80 ( TOP =488.06 _ =500.80 , 15" ;HDPEINV;OUT=;499.70 EX109(MH) 8"` PVCINV `IN- 1IN= 474.37 (FROM AB) ;TOP 15" ',HDPEINV {N= ;492.50 TOP 497.04 8" 'PVCINV 473.73 (FROM AA) 24" ,HDPE INV OUT 1489.40 EX 68 GRATE 15' ;HDPEINV ,IN= 491.44 8`° .PVCINV 'OUT= 473.66 ;24" HDPEINV�OUT= 489.35 ;TOP 500.30 15" ;HDPE{NV;IN= 491,39 15'° HDPE INV IN - 495.40 15 ;HDPE INV -OUT ='49134 I EX AB EX -27 (5' DIA MH) 15" HDPE INV;OUT =;495.30 : I TO = 45 ,. TOP 499.48 ,EX 108(DI) 8" PVCINV !{N= 490.37 (FROM NORTH) '24" 'HDPE INV`OUT= '488.38 EX 67 (MH) _ TOP =497,66 8° :PVCINV OUT= 490.17 (TO Z) ._ 42'° iHDPEINV OUT= '488.18 TOP 501.08 15" 'HDPEINV4OUT=493.02 15" 'HDPE INV IN - 494.11 :EX AP EX -26 (6 DIA MH) '15" HDPE INV; OUT= `,493.73 EX 25.2 (GRATE) TOP 501.22 : TOP =496.04 ;TOP=493.96 8" PVCINV 'IN= 491.01 (FROM AQ) 15" 'HDPE INV IN = 491.84 EX 66 (GRATE) 15" ;HDPE INV ':OUT=;490.01 8" PVC INV OUT= :490.81 (TO V) 42" HDPE INV OUT '487.14 ;TOP =498.81 j 42" ;HDPE INV OUT- ;487.04 15" HDPE INV IN 1493.56 EX 23.2 (MH) ` EX AR ... .._.... _ i.. 15" HDPE {NVOUT = .. 493.46 -_ TOP = 500.00 .. _._. ...... TOP = 502.00 .. ... ..... -. 1X-25 (6' DIA MH) 24" °HDPEINV.0UT= 493.65 8" ;PVCINV OUT= 496.23 (TO AQ) ' TOP = 496.35 e EX -23 (7' DIA MH) 15" 'HDPE INVIIN = 1486.60 TOP =499.06 EX 23.1 (MH) ;EX AQ 42 HDPE INV OUT- 486.52 24 HDPE INV IN = 493.01 TOP - 500.05 TOP = 504.90 ( 42" 'HDPE INV; OUT= '486.47 42" ;HDPE INV IN - 485.66 8`° ;HDPE INV IN - 497.30 8` PVC INV IN= 495.18 (FROM AR) 42" IHDPEINV OUT=';485.61 , 24" `HDPE INV ON- '493.00 8" PVCINV 'IN= 495.18 (FROMAV) EX -2 4 (6' DIA MH) 24` .`HDPE INV OUT=.493.00 8" PVC INV OUT= 494.98 (TO AP) TOP =497.43 +, EX -22 (7' DIA MH) ' ... ....... 15" HDPE INV IN = 492.33 TOP =489.80 15" :HDPE INV IN = 489.43 24" HDPE INV IN - 482.20 42" HDPE INV; IN = :486.23 42" HDPE INV; IN = `,480.20 42" ,HDPE INV OUT= '486.13 ., OUT :42' HDPE INV 480.20 ® 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES x �... �. 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: C3{ 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com .,.., Z1\v,Y n.m. ._.a,xIF , h sheet title: ` PHASE PLAN s f 211 sheet # a scale: date: 3 3/4/2019 1 � 1 I i � i � , ,7 , 77-- � 9 � 1, I I I I � I I �, � I I I ' _—_- � I " I i �11 i ; -, r m ,� � - uliu — ? - q? 15, , I—, J I � .4 'I f I I I � I I i I � I . , _� I I I —— \ 11 7t., �1�z� 111 7 I I _11_111z . i) I DEMOLITION NOTES LEGEND , I 1, 11 I I I �' \ I , ,,, 5 r I ? � ""', ,,, " "/ I EXISTING ACSA VARIABLE WIDTH �, �,,iii I 11, ". � .1 I 11 I . , I a _____ _.__._�,___.._PROPERTY LINE TO BE � 11 DECK ' _", I/ 11 ) 1. ITEMS INDICATEDWITHA BOLD LINE BE REMOVED /I / , Ili I � d I 1 - A 1 S 1 11 " I I . I . I � . , I a � a I EASEMENT TO BE VACATED V_ , '"'�, , � , I__ � 7 11 rl L7-- ' I , I I i " I , , , i I � , , I I I- i � I I , I 'I I �� I I i "I'," ,---i-- - � I OF THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). ,/ 11 ,�, , . . RELOCATED. , �.., VACATED � ,I ,, __ " � I c I I/ � : P I i I ��.___:�__/ I , � I \ , 11 ,I I . i I 1 2. CURBING TO REMOVED AT THE NEAREST JOINT TO (LOTS 22-61 AND 90-104) N._jj1,_[V I \ I , � '� k i I i 7,- 1 � � � � / I , ,,-,-,,-,,- I " I'll, t � � - 13) ! I . - ACCOMMODATE EXTENSION OF CURB WITH SITE PLAN \� ," I I 111 i f , i I I , I I I � I \ EXISTING DRAINAGE I ---L- � I 'I'll - I -,,,, 1, I ,,,; � � � _',_ I I , � " "I, I EASEMENT BE VACATED DENOTES ITEMS TO BE ; � _-, I I [�_ ___ _ - i - \ I . ) I 1 3. WATER AND SEWER LINES AND MAN BE ABANDONED ", 'i � i � , I � . - 1, �. _�, � ,,- DEMO ED I 7 i __ �,�,,", I IN ACCORDANCE WITH THE REQUIREMENT AND SPECIFICATIONS IIIIIIIIIIIIIIIIIIIIIII � - __111 f ___ I,----. -,---,-,, 1-1. I 1; [ I ; I I ii"IA — — , , "11�1 I 'I �I i ; � ,� _� i .."1111 I , - , . i � I 1 4. CONTRACTOR TO COORDINATE WITH THE ACSA FOR THE I I " F-1 TMP 61 W -3-21A I , , I '':Ill:, . � :._ I . 11 . ... 1111� � .. 4t cy) LINDA BLAKE GA � 1, '� I !'', 1, " 111: - 1� j I I RETURNING AND CREDITING OF WATER METERS THAT ARE TO BE .— I I I 'p, YLE LLC II ABANDONED. I __�, I . 11 � , 'I .-,-,-,. f, , f, - - f __�_ : s""' "WFSTFiELD,"s � 1-1 ..... 7 � 111 t�_ RB� 2813, PG 445 /_ " "Ill " , _I - - , _. 'I', � � i I --,-",, i , _ .� 1- _j I D.B. 880, PG 595 PLAT _/ -1! - V_ ____ i ,----,-- _��_, __7 - .&j5Q7 k3 5. ANY EXISTING CONSTRUCTION ITEMS THAT ARE TO B E RE -USED . I 'I, , _11- � 1. -- _____ 1_2 - 25-426 P�AT . 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I I I LAYOUT PLAN 0 20 40 60 SCALE: 1"=20' v 10' GRADING EASEMENT DB 4135 PG 249 DB 4135 PG 215 PLAT ---DRILL HOLE FOUND STOP AND STREET S{GN /—DRILL HOLE SET REVISIONS # Description Date O 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 'M 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike @30scale.com web: www.30scale.com 0 Lu < LLJ _j < s LIJ CL I LLJ Fg� I < C:) Z 0.: ui 0 cw re 0uh Q < ? � ai LQ scale: LiamNary sheet title: 1"=201 li LQ LAYOUT PLA 3/4/2019 LA Q 'p <1 fg 01- LLJ sheet # IM < X.f 0 OF 19 'g u. . . . . . . . ........ .. scale: sheet title: 1"=201 li date: LAYOUT PLA 3/4/2019 Q 'p fg sheet # IM OF 19 'g scale: 1"=201 li date: 3/4/2019 2C) 1 —17+ EX, ON E -WAY SIGN 13T I-- — — -- — — --- APPROX. 440' TO HYDRAULIC 1 -;7 ROAD INTERSECTION PARCEL TMP 61W -3-19A OCT STONEFIELD PROPERTY OWNER LLC DB 4857 PG 503 ZONED NMD SEE PLAN FOR WIDTH iJ 4,0000 III 77 1 300 PSI CONCREn. I A uQ Of COMPACTED SU BG RADE** F— SUBGRADE SHALL BE COMPACTED TO MINIMUM 95% MIN. DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH AASHTO T99. CONCRETE SIDEWALK TYPICAL SECTION NTS 00 PS11P COMPACTED SUBGRADE** MIN. DUMPSTER PAD TYPICAL SECTION NTS TFIELD SET 10N PG 25-426 PIAT D.B. 703, PG 732 PLA Df,11.. 704, PG 517 PLAf LA D8 . 712, PG 689 P ZONED RIO AND Rj� jUSE-' RESIDENTIAL Hill, APPROVED LIMITSS 0 CLEARING AND 5 GRADING - 5.65 AC. (NO NET CHANGE W TH THISIAMENbMENT) I GRADING PLAN 0 20 40 60 SCALE: 1"=20' 4,0000 III 77 1 I GRADING PLAN COMPACTED SUBGRADE** MIN. DUMPSTER PAD TYPICAL SECTION NTS TFIELD SET 10N PG 25-426 PIAT D.B. 703, PG 732 PLA Df,11.. 704, PG 517 PLAf LA D8 . 712, PG 689 P ZONED RIO AND Rj� jUSE-' RESIDENTIAL Hill, APPROVED LIMITSS 0 CLEARING AND 5 GRADING - 5.65 AC. (NO NET CHANGE W TH THISIAMENbMENT) I GRADING PLAN 0 20 40 60 SCALE: 1"=20' '-X 23'INGRESSIEGRESS EASEMENT FOR FUTURE HOUSTON STREET I' 1 EXTENSION DB 4135 PG 249 .D13 4135 PG 215 P1 i F— OF 230 -SF DISTURBANCE __ -FOR NO NET, CHANq� DITCH #2A (0+00 111—TO 0+55) - USE EC -3 LINING (SEE SHEET 13 FOR CALCS) -,10'GRADING EASEMENT DB 4135 PG 249 DB 4135 PG 215 PLAT Q cin :E M 4�- 0 (D az F Ell CF -n r REVISIONS # Description Date Q 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 tt engineer: 30 SCALE, LLC 871 JUSTIN DRIVE 'N PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com .......... 4,0000 III 77 1 I GRADING PLAN uQ Of '-X 23'INGRESSIEGRESS EASEMENT FOR FUTURE HOUSTON STREET I' 1 EXTENSION DB 4135 PG 249 .D13 4135 PG 215 P1 i F— OF 230 -SF DISTURBANCE __ -FOR NO NET, CHANq� DITCH #2A (0+00 111—TO 0+55) - USE EC -3 LINING (SEE SHEET 13 FOR CALCS) -,10'GRADING EASEMENT DB 4135 PG 249 DB 4135 PG 215 PLAT Q cin :E M 4�- 0 (D az F Ell CF -n r REVISIONS # Description Date Q 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 tt engineer: 30 SCALE, LLC 871 JUSTIN DRIVE 'N PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com .......... III sheet title: I GRADING PLAN uQ Of .00 LIQ LLJ < 2 LLJ g; F 1 0 9 scale: Ill --201 CL date: 3/4/2019 I Lu r) < ro cr) 0 < :> Z 0 0- Lu Q0 Q0 i jnL q (A < IN Lou Umax INN Ln 901" ts III sheet title: I GRADING PLAN uQ .00 III sheet title: I GRADING PLAN sheet ft g; F 1 0 9 scale: Ill --201 date: 3/4/2019 EX. CG -2° (TO REMAIN) EX. 4' CONC. S/W- 14.0' ONE-WAY TRAVEL LANE W/ PARALLEL PARKING ON ONE SIDE 12.0' EX. FC TO FC EX. CG -2 (TO BE REMOVED) 2.0% EX. PAVEMENT MILL EX. PAVEMENT AND OVERLAP SURFACE COURSE BY 1.0' 9.0' PARALLEL PARKING SPACE 1 9,01 NEW PAVING WIDTH I 3.0' 5.01 5.0' GRASS CONC. S/W TO BLD. STRIP 1.5 SM -9.5A SURFACE PROP. VDOT STD. ASPHALT CONCRETE CG -6 3" BM -25.0 BASE ASPHALT CONCRETE 8" 21-B UNTREATED AGGREGATE SUBBASE OVER COMPACTED SUBGRADE CASH ALLEY TYPICAL ROAD SECTION NTS #�;PHASE ONE i 0� i...._L .. PHASE LINE 1 I �\ O - ---� --- — — s aL� 11 48 l CASH ALLEY PLAN SCALE: 1"=50' I� HORIZ: 1"-50' z 16+00 T- ti �...� I PHASE LINE date: `- 3/4/2019 0 + 0 PVI STA 10+10.00 VVI STA =11+ 120 PVI El EV = 504.82 JPVI ELEV = 513.86 a � =10.. .. 1=10- =10525 525 0 + r- _.. co I 0000 i�tc nasi �x�xn '� E-08 sm - T# Ham 520 � iJ W `.... ...... . Ln ....... _...., _ _ ... .. ... .. .... U U .... ... CD in CR ii (+� 515 W ___....__ .__.._..W_._ _j Ln Ln .. 0° ._ .. _.._ . . + Ln PROP. GRADE 510 u, OjROAD CIL' p__ ----- _..__ ..,... _.._._.,.� EX. GRADE _. @ROAD CL 505 -_�.. _._ 500 I 495 I Lu 490 M �j a . N. .. _.. ,., .. ..._ „ .,. ..... ..... ty,J in ............ ........... 485 O en (!I J Q o� _.. Lu . . u�. CO `r in _ LD. W in co co y. C6i Ln, �s� a_ 10+00 + 11+00 + CASH ALLEY PROFILE HORIZ. 'SCALE: 1"=50' VERT. SCALE: 1"=5' I� HORIZ: 1"-50' z 16+00 T- ti �...� I PHASE LINE date: `- 3/4/2019 0 + 0 aTi H"ii...gw.tr 00� *2' PARKING— OVERHANG 2% 60.0' WIDTH VARIES -SEE PLAN FOR PARKING AND DIMENSIONS 2.0' 16.0' 24.0' 18.0' PARKING IN LOCATIONS TWO-WAY TRAVEL AISLE PARKING IN LOCATIONS SHOWN ON PLAN SHOWN ON PLAN PROP. VDOT STD. CG -2 SLOPE VARIES FROM PROP.VDOTSTD. CG -6 2% - 4% MAX. I * SEE PLAN FOR LOCATIONS PARKING DECK (Sim �Q KQBFRq Y �- atrl E1 t33[45Z-32^ f ©O R mum Z - g wniswua 1Cwt + 0---1 14+ 0 f%4�0 CLLrI H KOBER WAY PLAN SCALE: 1"=50' \-1.5" SM -9.5A SURFACE 3" BM -25.0 BASE ASPHALT ASPHALT CONCRETE 8 21-B UNTREATED CONCRETE AGGREGATE SUBBASE OVER COMPACTED SUBGRADE KOBER WAY TYPICAL KUAU SLC: I MIN NTS 000 n�Ln HORIZ: 1"-50' jut; 16+00 T- ti �...� I PHASE LINE date: `- 3/4/2019 92 aTi a � 0 + r- co I 0000 i�tc nasi �x�xn '� E-08 sm - T# Ham rl v CL I HORIZ: 1"-50' jut; 16+00 T- ti VERT: 1"=5' date: `- 3/4/2019 aTi co LSJNJ aoi Ex i�tc nasi �x�xn '� E-08 sm - T# Ham ,i 2 RUDLTR VVf,1T rT1UT-ILL HORIZ. SCALE: 1"=50' 0 50 100 150 VERT. SCALE: 1"=5' HOIRZ. SCALE: 1"=50' 0 5 10 15 VERT. SCALE: 1"=5' REVISIONS # Description Date (K) 2019 - 30 SCALE, LLC owner: v THE CHRISTOPHER COMPANIES 3 10461 WHITE GRANITE DRIVE >r OAKTON VA 22124 S� f'. N engineer: 30 SCALE, LLC 871 JUSTIN DRIVE r PALMYRA, VA 22963 p:434.242.2866 > e: mike@30scale.com M web: www.30scale.com J Q LLL F - Q d Lu Lu D 0 u Q sheet title: PRIVATE STREET f PLAN AN D 4 PROFILE 12 sheet # i to] moo i scale: HORIZ: 1"-50' VERT: 1"=5' date: `- 3/4/2019 535 530 525 515 510 � 1! n 0 0 00 H S a V) 0 M 0+00 + 1+00 + 2+00 + 3+00 PROPOSED C" WATERMAIN PROFILE w 0 b MU :�, 0 .0' 18.0' p 0 09 '---PROP. BUILDING LINE 21.0' FF=519.0 0 0- 1 001 9 � LOBER Nb (PRIVjT,3 -y --� �o 1� - --- 525 535 520 530 515 525 510 520 505 515 500 510 495 505 490 500 485 4 495 00 bi o -•w 14 7"7�� 0 20 40 60 HORIZ. SCALE: 1"=20' 0 5 10 15 VERT. SCALE: 1"=5' l 16 zmx90 9.0' 23 0 4A 3 PARKING DECK DECK RUNOFF TO BE cn Ili COLLECTED BY INLET -SEE o (54 PARKING SPACES) r, ©_ ARCH. PLANS FOR o SPECIFICATIONS 9.0' 26 a 0 184 PROP. BUILDING LINE 263.0' PARKING DECK SITE PLAN SCALE: 1"=20' 711111 111111111111i 0 20 40 60 SCALE: 1"=20' 10+00 + 11+00 SANITARY SEWER PROFILE (S1 TO S2) November 16, 2015 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILYSHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BYTHE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-$00-552-7001). & ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC_ 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE 8. OF ROADSIDE DITCHES. RODDED TO E RESTRAINT FOR Q DEADEND LINES SHALL BE RO PROVIDE ADEQUATE 9. VALVES N R THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 525 520 515 510 *R 495 M EM EM REVISIONS # Description Date O 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com ,...,.....,.........: ', sheet title: '2 PARKING DECK N SITE PLAN AND IR UTILITY P RO F I LES f off: Gy:l sheet tt scale: HORIj� jZ.1"-20' date: VERT. 1"-5' ?; r 3/4/2019 3�. �.x TP 1 __._ _ _..a___.._ ........a.__.__ . __..-... _ TEST PIT NOTE - CONTRACTOR TO DIG TEST I PIT TO VERIFY LOCATION AND DEPTH OF 1. EXISTING WATERMAIN FOR CONNECTION AND _.. _ _- _ : TEMPORARY STOCKPILE NOTIFY ENGINEER OF ANY DISCREPANCIES._ I (TO BE REMOVED) .. EX. GRADE PROP. GRADE 1 3.5 MIN a _._ _.. COVER ti r. . :. } .....::.r. r.. p�...y Vv .. :. �} PROP. 6 CL 52 DIP WATERMAI I r CONNECT ___. _.r __ _...v._ __..__...___.__...__ .._._._._._._.._.._... _.__.._...__... ___..._._..._._._..__ d _..___.w..._.____.__.._._.._„_ v_„. _. _.....__.. .._..____W_..__.__. __... _.. ... kD ......._..WATERMAIN._......... Z I cc L ' ._..._.._ m w C1 I ❑ o w w Ww m w_.... _ _.. _._.__..._ , ._.. .. ._.._...._ __ ___.,___.... . . z� -Z � Cn ¢ I W O to Iui � 11 od CD # { o cN _ ...._ _.. _.. _. ch W W t Lti („ 0 'gr) x.€`:a �.P"� L l� in d 0+00 + 1+00 + 2+00 + 3+00 PROPOSED C" WATERMAIN PROFILE w 0 b MU :�, 0 .0' 18.0' p 0 09 '---PROP. BUILDING LINE 21.0' FF=519.0 0 0- 1 001 9 � LOBER Nb (PRIVjT,3 -y --� �o 1� - --- 525 535 520 530 515 525 510 520 505 515 500 510 495 505 490 500 485 4 495 00 bi o -•w 14 7"7�� 0 20 40 60 HORIZ. SCALE: 1"=20' 0 5 10 15 VERT. SCALE: 1"=5' l 16 zmx90 9.0' 23 0 4A 3 PARKING DECK DECK RUNOFF TO BE cn Ili COLLECTED BY INLET -SEE o (54 PARKING SPACES) r, ©_ ARCH. PLANS FOR o SPECIFICATIONS 9.0' 26 a 0 184 PROP. BUILDING LINE 263.0' PARKING DECK SITE PLAN SCALE: 1"=20' 711111 111111111111i 0 20 40 60 SCALE: 1"=20' 10+00 + 11+00 SANITARY SEWER PROFILE (S1 TO S2) November 16, 2015 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILYSHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BYTHE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-$00-552-7001). & ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC_ 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE 8. OF ROADSIDE DITCHES. RODDED TO E RESTRAINT FOR Q DEADEND LINES SHALL BE RO PROVIDE ADEQUATE 9. VALVES N R THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 525 520 515 510 *R 495 M EM EM REVISIONS # Description Date O 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com ,...,.....,.........: ', sheet title: '2 PARKING DECK N SITE PLAN AND IR UTILITY P RO F I LES f off: Gy:l sheet tt scale: HORIj� jZ.1"-20' date: VERT. 1"-5' ?; r 3/4/2019 3�. �.x Q 03 tz u m 0 20 40 60 HORIZ. SCALE: I"=20' 0 5 30 35 VERT. SCALE: I"=5' 1. THE INVERTS SHALL BE SHAPED IN ACCORDANCE WITH VDOT STD. IS -1, 2. STEPS IN ACCORDANCE WITH VDOT STANDARD ST -1 ARE TO BE PROVIDED WHEN THE DEPTH OF STRUCTURE (H) 15 4.0` OR GREATER. 10 -Y10 -YEAR CAPACITY DITCH SLOPE 7.8%' SLOPE 7.8/0 A 1,35 AC ABBREVIATIONS: A 0.45, REAC A�DRAINAGE P 3.40 FT, _A FF COEFFICIENT O� 6 5,4 N HR Tc-T1ME OF CONCENTRATION Q2 3.3 GFS. I=RAINFALL INTENSITY , 110 7.2 1 N HR :Q=PEAK RUNOFF =PEAK PGs n 4.4 CF$',, n=MANNING'S ROUGHNESS FACTOR Q 2 RE CAPTURE A -FLOW AREA MAX , PONDED' P=WETTED PERIMETER LENGTH 10 -Y10 -YEAR CAPACITY 2 -YEA R VELOCITY SLOPE 7.8%' SLOPE 7.8/0 n 0,03 n 0.03 A 0.82 SF! A 0.67 SF P 3.40 FT, P 119 FT d10 {} 3 1 FT V2 4.91 FPS QCAP + 10.4 CFS.. USE EC -3 LINING. ST # TYPE THRQ AT R GRADE/ Tt7P : Ls AREA 0.69AC` C 0.47. Tc 5 MIN 12 5.41N/t-1R Q2 1,8 CFS; 110 7.21N/HR Q10 2.3 CFS; 10 -YEAR CAPACITY -YEAR VELGI<GITY 4 .SLOPE 36.0/ ;: SLOPE 36.0% n 0.03, n 0.03 A 0.32 SF A 0.27 SF P 162 FT: P 2,54 FT _ da.a 0.14 FT V2 6,66 F I PS QCAP 22.3 CFS' USE EC -3 LINING d10 0.33 FT a1TCH #zs (0+55 T13 �+� :AREA 0.69 AC' SLOPE 0,47 Tc 5 MIN 12 5.41N/HR' Q2 1.8 CFS: 110 7.2IN/HR! Q,10 2.3 CFS; 10 -YEAR CAPACITY ! 2 -YEAR VELOCITY SLOPE i 1.8% SLOPE 1.8% n0.03' 2 1 n 0.03 A 0.87SF1 A 0,73 SF P 3.47 FT P 3.28 FT d10 0.33 FT V2 2,45 I'PS QCAP 5,0 CFS: USE GRASS LINING ST # TYPE THRQ AT R GRADE/ Tt7P : Ls T < � vi s x , t t fY ^ir. fC v~ 5. y �,. x , 2 1 F_ } ym. - -- 4� '_ 4 520 ST # TYPE THRQ AT R GRADE/ Tt7P : Ls PGs n GCs.. C�LITT ER LOCAL Q 2 RE CAPTURE Allowable MAX , PONDED' P LADED Q LENGTH SUMP?' j w`! TH DEPRESSION ca Spread SPREADEAD laYRDEPTH ' F PROM TO W O z A C * ' A CINC:A,CAC C I Q tN C {� AC C } [�tA L INV P U INV DN S n T ` c '� Q c a p 500.00 2,00 0.03 0.013 8.33 2.00 2.0 1.51 {AC} 7,00 (AC) (AC) (INfHitj (CFS) (CFS) (IN) (FT) (FT) (FT) Q' 9'` 2.0 (MIN) (FPS) (M) ) - 1,10 506.78 EX 27.2 1.35 0.45 D.1 0.61 7.24 4.40 4,40 1S 96.02 _ 5x9.68 . 505.82 4.02 0.0120 5 10.12 14.03 6 DI -38 .. 6 GRADE EX 27.2 EX 243 8.33 2.00 _ _ 1.68 7.24 m 12.16 24 58, 4 6 495.88 492.91 4.34 0.0120 5 9,30 51.06 , 2.0 3.46 5 EX 244 0.47 0,98 0.45 0.46 7.24 3.33 2 MH -1 15 10.59 2.501.95 5000 Sa 0,50 0,0120 5 4.32 4.95 EX 244 EX 243 0.15 0.68 0.10 0.56 7.24 0.74 4.05 15 10.59 50" 1.70 5 01.30 1.57 0, 0120 5 , 6, 60 8.13 EX. 243 EX 27.1 - - - 6.28 7.24 - 45.47 24 85.86 492.91 489.40 4.08 0.0120 5 6.60 4.5.47 0 4 3 0.27 0.98 0.25 0,26 7.24 1.92 1.88 15 22.41 503,93 501.30 11.74 0.0120 5 11,73 23,97 i 3 2 1.24 C}.98 1.22 1.48 7.24 8.80 10,68 15 39.25 501.16 500,00 2.96 0.0120 ' 5 11,10 ; 12.03 2A 2 0. 9 6 0,41 0.28 1.76 7.24 2.05 12.73 15 52,75: 501.41 500.20 2.29 0,0120 5 , 6.95 10,60 2 3 EX 2 ,2 _ _ 1.76 _ 18 98,20 499.80 495.08 S 4.81 0.012 0 5 14,29 24.95 1 EX 23.2 0.27 0.98 0.26 0.26 7.24 1.92 1.88 1 5 22.35 494.39 494.17 ' 0.98 0,0120 5 4.84 6.94 EX 23,2 EX 23,1 - - - 1.76 7.24 - 12.74 24 23.50 ': 494.00 492.97 4.38 0.0120 5 4,84 47.49 „O -H d 0cLn _._-------- p.Q .-_,F.4C �Q �n 485 xw 'Ok4 n i av r' t� v , 4 x , 2 1 F_ } ym. - -- 4� '_ u� 2 520 ST # TYPE THRQ AT R GRADE/ Tt7P : Ls PGs n GCs.. C�LITT ER LOCAL Q 2 RE CAPTURE Allowable MAX , PONDED' P LADED Q LENGTH SUMP?' j w`! TH DEPRESSION ca Spread SPREADEAD laYRDEPTH ' 1a�R w SE _ OO W O z (FT)� O FT} t 4 l FT � ) IN � } (CFS) � o � !},T ca F � T � i FT ) 1 DI- 6 SAG 500.00 2,00 0.03 0.013 8.33 2.00 2.0 1.51 100.00 7,00 2.09 - - LLJ 2A DI -1260"X24" 60"X24° SAG 505.70 0.40 0.013 8.33 2,00 2.0 1,84 100.00 7,00 - 1,10 506.78 4 DI -3B 6 SAG 509.80 5.00 0.03 0.013 8.33 2.00 2.0 1.51 100,00 7.00 2.09 - - REPLACE WITH MH -1 6 DI -38 .. 6 GRADE 506.59 5.00 0.03 0.013 8.33 2.00 2.0 2.62 100.00 ' 7.00 4.28 - - W 7 DI -12 24 I 248 x24 48X SAG 514,00 - 0,16 0,013 8,33 2.00 , 2.0 3.46 100.00 7.00 - 0,72 514.68 2 MH -1 - 504,63 - - - - - - 10,21 h 510 v Y 3 MH -1 GRADE 505.43 - - - 8.42 - - - - - EX. GRADE ABBREVIATIONS: Ls=LONGITUDINAL GUTTER SLOPE, PCs=PAVEMENT CROSS SLOPE, GCs=GUTTER CROSS SLOPE EX, GRADE REVISIONS j #� Description Date t I I (D 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE GAKTON VA 22124 ply engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 y e: mike@30scale.com web: www.30scale.com , 4 x , 2 1 F_ } ym. - -- 4� '_ u� 2 520 �- - r- CD- ■■ � lP� O m J Ln u Z Lu j Ln m !! ¢C a rra 11 LZ ca ci m EI C] i _ OO W O z D O ..)off %k �,, ca 4 t¢ 1-5 x. CL E xa 3- ak LLJ x F < 5 -._..._..___....._r.___ REMOVE DI -TOP AND S 1 „:. 1 0 h REPLACE WITH MH -1 FRAME AND COVER AT W -T P EL= a o sae -ADJUST _ AS NEEDED TO BE FLUSH Y WITH_FINALPAVEMENT h 510 v Y GRADE 510 50S 0 �- 505 Li i EX. GRADE EX, GRADE PROP, GRADE 0 505500 a -- -------_..-..__ _.:.�,,,, ._.. .._....',. _..... .__.-. -.,mom_.._._._... ---.___.. $'°ar.$o PROP. GRADE r fi i { I i i \-10.5,9'- 15 HDPE @ 0,50/ 22,35' 5" HDPE @ 1.00% 495 Lu ------ ---- _..____.___.__.___,_ 9 �� O Ln rn sD O O ® `.,- L p c m i i- o� "T 00 _ m ..- ry „O -H d 0cLn _._-------- p.Q .-_,F.4C �Q �n 485 ++ p �+ z z O 0. - n O+ V)i eu k -`i c/� --I u 1 ,--i (D 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE GAKTON VA 22124 ply engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 y e: mike@30scale.com web: www.30scale.com sheet title: STORI./I SEWER PROFILES sheet # T y ?s Q-) 120F 1 10+00 STORM SEWER PROFILE (EX. 244 - 6) 11 STORM• PROFILE (EX. 23.2 - 1) scale: HORIZ: 1"=20, date: VERT: I"=5' 3/4/2019 x k F_ } 4� '_ z 0 0 'f ■■ Lu Y Z Lu j J v v i LLJ r n %k �,, V x. E xa 3- ak LLJ F < ',off { h < W :ate Y h ,v. v Y Li i sheet title: STORI./I SEWER PROFILES sheet # T y ?s Q-) 120F 1 10+00 STORM SEWER PROFILE (EX. 244 - 6) 11 STORM• PROFILE (EX. 23.2 - 1) scale: HORIZ: 1"=20, date: VERT: I"=5' 3/4/2019 x } 4� `i J i r n %k �,, V x. E xa 3- C) h < sheet title: STORI./I SEWER PROFILES sheet # T y ?s Q-) 120F 1 10+00 STORM SEWER PROFILE (EX. 244 - 6) 11 STORM• PROFILE (EX. 23.2 - 1) scale: HORIZ: 1"=20, date: VERT: I"=5' 3/4/2019 DRAINAGE DIVIDES 0 30 60 90 SCALE: 1"=30' REVISIONS # Description Date n 0 a 00 F S W J 0 m (D 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com -:< wa4 f Yl r% W Lu Try ro CY) .gj w . ihly Q 493N� ,• W u,3 Yl r% W Try ro CY) r f, 493N� ,• a � !ag W Ct u 0 ny u,3 r% LLJ f, LL 493N� u tip+ d:NcY' 't fes" 10, W .B, ' £i sheet title: sheet # scale: j(�}} 111-301 date: /fJ j{ 3 l 4 i 2 0�i 19 N V) 0 2 z (0 2019 - 30 SCALE, L M—ff A I In M..O %.0 V I % I a— I %-1 11 Is 0 20 40 60 SCALE: 1"=20' REVISIONS # Description Date ---------- Shut title: LAN DSCAPE LU __j PLAN OF 19 uj scale: X99-20 m "oj g date: He 3/4/2019 Lu C) < < Lu "Muni CZ 1 0 U LU Lu 0 M—ff A I In M..O %.0 V I % I a— I %-1 11 Is 0 20 40 60 SCALE: 1"=20' REVISIONS # Description Date ---------- sheet Shut title: LAN DSCAPE I'M PLAN OF 19 sheet I'M OF 19 scale: X99-20 m g date: He 3/4/2019 REMOVE BURLAP FROM TOP 1,15 CIFRrAIT BALL, TAMP OR INATER TOPSO&L- ,MIXTIJRE AT' &' INTEAWAIS; VVATER TIHOROUGHLY WHEN HOLE, 6 2/,5 PULL �, wmnwj�il $F114VI EN -RALL AIN4b 80TT0,M OF XCAV,�T! ON1 REMOVE BURLAP FP10M TOP 1/3 OF RT BALL TA!P OR INAITEER TOPSOIL - M -1- URE, AT '. INTERVALS,, WA7 . ER 7HORDUGHLYWHEN HOLE G 2/3 FUU, lu-114EP-11 3" WLCH PARKING LOT LANDSCAPE NOTES LANDSCAPED AREA TREE COVER /-3` EARTH BERM TO # AREA (SF) tA R SAUCIE 239,017 SF'. .'ADDITIONAL PROJECT AREA OUTSIDE OF D2 PARCEL 7 7;, TOTAL PROJECT AREA 4--e _13ACKFIM 15% TREE COVER REQUIRED 36,978 SF! PROVIDED TREE COVER 4 160 PHASE 1 TREE COVER 16,142 SF -LOOSEN SUBSQIL, AT TREES FROM PREVIOUS PHASES (10 -YEAR CANOPY) sotTOM ()F M., TO MIN DF,,PTI-1, TAMP EVERGREEN SHRUB PLANTING DETAIL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) C mimmum er_jw-e.,,E.W HALL AMD BOTTOINA r1T XCAVA-I Central leader. (See crown observations: detail). Trunk caliper shalt meet AN S I 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 shaJ Existing soil.. dope sides of loosened $04. Bottom of root ball rests on existing or recompacted soil. 7 MULCH /__-,3" EARTH HERkil TQ FORM 5AUCER DECIDUOUS SHRUB PLANTING DETAIL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) MIN 6' 131IF"IfOND R0QtEVkLL LOUSU-4 SU915011AT TO F," WKI PjF.PTH, TAMP jx wmesi aimension oT root oan. TREE PLANTING DETAIL Top of root ball shall be flush with finished grade. .... . ....................... l!1fN PARKING LOT LANDSCAPE NOTES LANDSCAPED AREA TREE COVER TABULATIONS :.REQUIRED TREE COVER # AREA (SF) ;BLOCK D2 AREA 239,017 SF'. .'ADDITIONAL PROJECT AREA OUTSIDE OF D2 PARCEL 7,500 SF TOTAL PROJECT AREA 246,517 SF 15% TREE COVER REQUIRED 36,978 SF! PROVIDED TREE COVER 4 160 PHASE 1 TREE COVER 16,142 SF PHASE 2 TREE COVER 20,536 SF: TREES FROM PREVIOUS PHASES (10 -YEAR CANOPY) 479 SF i Loosened soil, Dig and turn the TOTAL PROPOSED CANOPY 37,157 SF 9 163 ,INTERIOR PARKING LOT LANDSCAPING 10 84 'PHASE 1 11 107 ',PAVED AREA OF PARKING LOT/CIRCULATION AREA 3,240 SF ,5% PARKING LOT LANDSCAPING REQUIRED 162 SF'� SHADE TREES (1/10 SPACES) FOR 9 SPACES 1TREE TYPICAL OF THEIR SPECIES OR VARIETY_ PARKING, LOT LANDSCAPING AREA PROVIDED 4100 S F OK PLANTS SHALL BE SO TRAINED IN DEVELOPMENT AND APPEARANCE AS TO BE topof root ball. (See PARKING LOT SHADE TREES. PROVIDED: 4TREES OK specifications for rnuich). PHASE 2 WELL -BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF. PLANTS SHALL BE FREE OF PARKING LOT IMPERVIOUS AREA 30,988 SF �5% PARKING LOT LANDSCAPING REQUIRED 1,549 SF SHADE TREES (1/10 SPACES) FOR 84 SPACES 8TREES' Finished grade, PARKING LOT LANDSCAPING PROVIDED 1,926 SIF OK 177 SF/UN IT 5. PARKING LOT SHADE TREES PROVIDED 9 TREES OK LU AS SPECIFIED ON THE DRAWINGS. MATERIAL SHALL BE UNIFORM IN SIZE, COLOR, Notes-- Prior to mulching, lightly tamp soil PARKING LOT LANDSCAPE NOTES LANDSCAPED AREA < TABULATIONS SEE LANDSCAPE-, # AREA (SF) PLAN FOR LOCATION When the planting hole has been OF PARKING LOT 1 68 ISLAND AREA HS. 2 232 MATERIAL, TRANSPORTATION, HANDLING AND STORAGE, AN D PERFORMING ALL 3 50 < 4 160 '01" 5 282 IMPROVEMENTS AS SHOWN ON THE PLANS. 6 125 2. 7 299 Loosened soil, Dig and turn the 8 234 LANDSCAPE SCHEDULE, AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH 9 163 Lij 10 84 area and depth shown. 11 107 PLANTS SHALL HAVE A STANDARD BALANCE BETWEEN HEIGHT, CROWN SPREAD, 12 122 rN TOTAL 1,926 SF Prior to mulching, lightly tamp soil LANDSCAPE NOTES around the root ball in 6" lifts to < brace tree. Do not over compact. XMA When the planting hole has been 1. THE CONTRACTOR SHALL PROVIDE ALL PLANTS, LABOR, EQUIPMENT, SUPPLIES, backfilled, pour water around the MATERIAL, TRANSPORTATION, HANDLING AND STORAGE, AN D PERFORMING ALL root ball to settle the soil. < OPERATIONS IN CONNECTION WITH THE CONSTRUCTION OF THE LANDSCAPING '01" :D IMPROVEMENTS AS SHOWN ON THE PLANS. 2. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY, AND SIZE AS INDICATED ON THE Loosened soil, Dig and turn the LANDSCAPE SCHEDULE, AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH soil to reduce compact ion to the Lij GOOD HORTICULTURAL PRACTICES. area and depth shown. 3. PLANTS SHALL HAVE A STANDARD BALANCE BETWEEN HEIGHT, CROWN SPREAD, MIN CAL/ rN DIAMETER AN D ROOT BALL SIZE ACCORDING TO THE ANSI Z60.1. ALL PLANTS SHALL BE 4" layer of mulch. PHA5E2 TYPICAL OF THEIR SPECIES OR VARIETY_ No more, than I" of mulch an 4- PLANTS SHALL BE SO TRAINED IN DEVELOPMENT AND APPEARANCE AS TO BE topof root ball. (See BOTANICALNAME COMPACT AN D SYMMETRICAL. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, specifications for rnuich). CANOPY WELL -BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF. PLANTS SHALL BE FREE OF CANOPY CANOPY DISEASE AND INSECT ADULTS, EGGS, PUPATE, OR LARVAE. THEY SHALL HAVE HEALTHY, 6 7 WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE FROM PHYSICAL DAMAGE OR Finished grade, 13/4" OTHER CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. 177 SF/UN IT 5. MULCH SHALL CONSIST OF SHREDDED BARK MULCH, WOOD CHIPS OR ROCK MULCH 2,301 SF LU AS SPECIFIED ON THE DRAWINGS. MATERIAL SHALL BE UNIFORM IN SIZE, COLOR, Notes-- QUALITY AND OVERALL APPEARANCE. MULCH SHALL BE FREE OF MATERIAL INJURIOUS I- Trees shall be of quality TO PLANT GROWTH. SOURCES OF MULCH SHOULD BE FREE OF WEEDS AND INVASIVE prescribed in crown PLANT PARTS OR SEEDS. SAWDUST, DIRT, GARBAGE, OR OTHER DEBRIS MIXED IN THE observations and root 3 MULCH IS NOT ACCEPTABLE. observations details and 6. PLANTING SHALL BE DONE WHEN TEMPERATURES ARE ABOVE FREEZING, THE specifications. 397 SF/UN IT GROUND IS FROST FREE, AND THE SOIL IS IN A WORKABLE CONDITION. UNLESS 00 SF 1,191 SF OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER, PLANTING OF TREES SHALL BE 2- See specifiGations for 11101 DONE BETWEEN MAY 1 AND OCTOBER 1. further requirements related to 7. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES AND EQUIPMENT this detail. Z REQUIRED TO ESTABLISH, MAINTAIN, AND PROTECT THE PLANTED AND SEEDED AREAS, URBAN, TREE FOUNDATION �' 2014 HL FOR A ONE-YEAR PLANT ESTABLISHMENT PERIOD FROM DATE OF ACCEPTANCE OF THE OPEN SOURCE FREE TO USE 8 INITIAL PLANTING OPERATIONS. HOWEVER, MAINTENANCE ACTIVITIES SHALL 31/2" B&B COMMENCE IMMEDIATELY AFTER EACH ITEM IS PLANTED OR WHEN AREAS HAVE BEEN OOSF 3,787 SF SEEDED. 8. NO SUBSTITUTES SHALL BE ACCEPTED, EXCEPT WITH THE WRITTEN PERMISSION OF GLEDITSIA TRIACANTHOS INEMIS THE ENGINEER. THE CONTRACTOR SHALL SUBMITALL SUBSTITUTION REQUESTS, NOTING THE SOURCE OF PLANTS, LOCATION, SIZE, AND CONDITION, WITHIN THIRTY 110 YS (30) DAYS OF RECEIVING THE NOTICE TO PROCEED. 4 9. ALL AREAS THAT ARE STEEPER THAN 3HAV ARE TO IBE PLANTED WITH LOW (OCTOBER GLORY) RED MAPLE 13/4" MAINTENANCE GROUND COVER THAT DOES NOT REQUIRE MOWING. . . . ....... . om < XMA Z) af Ei� l gg V. < '01" :D 0 U LU 0 w, Lij < PHASE I PHASE 2 TOTAL COMMON NAME/ MIN CAL/ rN UNIT PHASE I PHA5E2 TOTAL SYMBOL' CITY CITY QTY BOTANICALNAME MIN HT ROOT CANOPY CANOPY i CANOPY CANOPY AF 6 7 13 AUTUMN FLAME RED MAPLE 13/4" B&B 177 SF/UN IT 1,062 SF 1,239 SF 2,301 SF LU ACER RUBRUM (AUTUMN FLAME) BN 3 0 3 (HERITAGE) RIVER BIRCH 10, B&B 397 SF/UN IT 1,191 SF 00 SF 1,191 SF 11101 BETULA NIGRA (HERITAGE) Z HL 0 7 8 THORNLESS HONEYLOCUST 31/2" B&B 541 SF/UNIT!; OOSF 3,787 SF 3,787 SF GLEDITSIA TRIACANTHOS INEMIS "N 110 YS OG 4 11 15 (OCTOBER GLORY) RED MAPLE 13/4" B&B 397SF/UN IT 1,588 SF 4,367 SF 5,955 SF "Mi ACER RUBRUM (OCTOBER GLORY) PA 1 (BLOODGOOD) LONDON PLANE TREE 13/4" B&B 368 SF/UN IT -368 SF 368 SF 00 SF PLATAN US X ACERIFOLIA QP1 10 14 24 HIGHTOWER WILLOW OAK 21/2" B&B 419SF/UNIT 4,190 SF 5,866 SF 10,056 SF QUERCOS PHELLOS (HIGHTOWER) QP2 3 5 8 HIGHTOWER WILLOW OAK 13/4" B&B 370SF/UN IT 1,110 SF ... ... . .. .. 1,850SF 2,960 S F QUERCOS PHELLOS (HIGHTOWER) NAM N 77771 AG 13 1 14 'FLAME AMUR MAPLE 6-7 B&B 206 SF/UNIT; 2,678 SF 206 SF 2,894 SF ACER GINNALA (FLAME) DW 7 0 7 FLOWERING DOGWOOD 6-7 B&B 1 124SF/UN IT 868 SF 00 SF 868 SF CORNUS FLORIDA OC 3 3 6 OKAME FLOWERING CHERRY 6-7 B&B 99 SF/UNIT 297 SF 297 SF 594 SF PRUNUS INCISA (OKAME) RB 2 2 4 EASTERN REDBUD 6-7 B&B 124 SF/UN IT 248 SF 248 SF 496 SF CERCIS CANADENSIS SB 6 1 7 'AUTUMN BRILLIANCE SERVICEBERRY 6-7 B&B 130SF/UN IT 780SF 130 SF 910 SF AMELANCHIER GRANDIFLORA (AUTUMN BRILLIANCE) OERGRE Es xx AH 4 2 6 AMERICAN HOLLY 4-5' B&B 56 SF/UN IT 224 SF 112 SF 336 SF ILEX 0 PACA F 60 54 116 TOTALS FORTRESS 13, W SF A470 SF: .32,338SF p. AB 18 0 18 GLOSSY ABELIA 1-1/2"_-21/2" B&B 14 SF/UN IT 25.2 SF OO SF 252 SF ABELIA GRANDI FLORA IH 19 2 21 NIGRA INKBERY HOLLY 17 1/2"-21/2" B&B 23SF/UNIT 437SF 46 SF 483 SF ILEX GLABRA (NIGRA) TO 0 74 74 1 EASTERN ARBOVITAE 41-51 B&B 10 SF/UN IT 00 SF 740 SF 740 SF :THUJA OCCIDENTALIS 7:71 SHRUBS777=7:7 ©EC4 jx XXXXX i:i:: M XXXXXX] i lIX: AV 22 6 28 CHICAGO LUSTER ARROWWOOD VIBURNUM 1" - 11/2" B&B 31 SF/UN IT 682 SF 186 SF 868 SF VIBURNUM DENTATUM (CHICAGO LUSTER) PL 0 17 17 LUYKEN CHERRY LAUREL 1-1/2"-21/2"' B&B 10SF/IUNIT OOSF 170 SF 170 SF PRUNUS LAUROCERASUS (LUYKEN) RD 4 6 10 RED TWIG DOGWOOD 11/2" B&B 72 SF/UN IT 288 SF 432 SF 720 SF CORNUS SERICEA WB 15 12 27 RED SPRITE WINTERBERRY 11/1' B&B 41 SF/UN IT 7 615 SF 492 SF 1,107 SF ILEX VERTICILATA (RED SPRITE) 78 117 195 TOTALS FOR SHURBS 2,274 SF: 2,066 SF 4,3470 S 7F] PHASE 1 PHASE 2 TOTAL a 78 SF REVISIONS # Description Date V 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE 0. OAKTON VA 22124 engineer: 30 SCALE, LLC N', 871 JUSTIN DRIVE x PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com o web: www.30scale.com sheet title: LANDSCAPE CALCULATIONS AND DETAILS sheet # scale: 111=20' date: < Z) af Ei� l gg V. < '01" :D 0 U LU 0 Lij < _j rN < _j U < "a Qum LU CD 2 11101 Z "N 110 YS Co S "Mi sheet title: LANDSCAPE CALCULATIONS AND DETAILS sheet # scale: 111=20' date: Lij Ei� l gg V. < '01" 0 Lij _j rN < sheet title: LANDSCAPE CALCULATIONS AND DETAILS sheet # scale: 111=20' date: Lij Ei� l gg V. < Lij 2 U < "a sheet title: LANDSCAPE CALCULATIONS AND DETAILS sheet # scale: 111=20' date: FRAME & COVER (SEE FIG- S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA H V-0" MAX RUBBER COATED STEEL'- DEGREE BEND DIMENSIONS MIN 1" STEPS CAST IN PLACE VOL. SIZE OF PRECAST REINFORCED =YD. t -M CU,YD. CONCRETE SECTIONS BEND 12 I N 13'- "0" RING SEALS H 15" MAX L H T 90 MINIMUM ELEVATION 2.50 3.01 0.24 DIFFERENCE ACROSS M. H , 5" _0j) 45 5' 2.25 FROM INLET TO OUTLET 0.15 2,00 2.25 2.5D 0115 SHALL BE 0.20 FEET. 22 1/2 1.50 2.00 2.52 0.10 CONCRETE---,, VARIES DEPTH OF FLOW ILLETS F 2.00 0.10 CHANNEL TO BE 11 90 3.66 3.16 12.50 3,21 3/4 DIAMETER OF 6 81, CONTRIBUTING 2,65 2.66 2.77 0.26 SEWER. 2" A FILLETED INVERT OR A SMOGTH 'd - TRANSITION OF FLOW BETWEEN 3.16 INLET & OUTLET PIPE SHALL BE 2.66 PROVIDED. MIN. 6" BEDDING NOTE W1 NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 1 ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED c GROUTED INSIDE AND OUT. 4.83 TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S -I -A 10,, & 12P TD- 25 SANITARY SEWER MANHOLE DETAIL (4) 1- '2-5Tm) DIA HOLES ON 32 3/4 (834mm) DLA SOLT CIRCLE.. 36 MIINJ 24"MI EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -fNTIAL BACKFILL* (6" LIFTS) THOROUGHLY COMPACTED HY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 5" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE "ALL PIPE) N OTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 60 BEDDING OF NO, 68 STONE 2" (51 mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2 - [35mm] (2) CORED PICKBAI�S 1/8" (29mm) DIA BOSS 27 1/2" DIA 1 1/2'[38mm] [699MMI -7- 26 1/4- DIA [178rnm] [6B7mm] 26" DIA 1 1/2- [660MM] ml 1/4" (6m m) DIA 3 1/8- 24!' DIA NEOPRENE GASKET [79mml [606rnm] eFC71777 . ...... TT_ 25 7/16- DEA j I - [722mm] [l 6mm] 23" DIA I [584mm] 3$" DIA 2.5" DIA [914mrril [635mm] GROOVE FHAME SECTION O.D. OF GASKET SEOTION MANHOLE FRAME AND COVER DETAIL TYPICAL SEWER PIPE - INSTALLATION IN TRENCH N TS FIG. S-3 SEWER PIPE INSTALLATION DETAIL GOOD FOUNDATION MATERIAL, ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE, FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTABL SOIL--, INITIAL BACKFILL ILAR FILL AS ROVED BY ACSA _N OTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL, .THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES, DUCTILE IRON WATER PPE INSTALLATION & BEDDING NTS FIG. W-2 TD -2 DIP PIPE INSTALLATION DETAIL Al NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 81, X 631 TEE W 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HDES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2_ MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DITCHES 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE 15 ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.TS, FIG, W-4 TD -8 FIRE HYDRANT ASSEMBLY DETAIL FOR ALL BENDS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED, BEDDING AS REQUIRED 45' ox _t f NGS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) =YD. (FEET)- CU,YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 2.00 2.25 2.60 0.15 2,00 2.25 2.5D 0115 22 1/2 1.50 2.00 2.52 0.10 11 1/4 1.50 2.00 0.10 90 3.66 3.16 12.50 3,21 0,48 81, 45 2,65 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1,66 2.16 2.67 0,13 90 4.83 183 3.42 0.83 10,, & 12P 45 3.33 3.58 2.95 0.43 3.83 4,00 2,83 0.52 22 1/2 2.33 2.58 2,86 0.24 11 1/4 . 1.$3 . 2.33 . 2.84 0.18 1. THRUST BLOCKS ARC REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANCES SI IZE, DEAD ENDS AND AT VALVE& 2. USE 2500 P.S.I. CONCRETE, 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL bE RESPONS113LE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOODS NTS FIG. W-3 7'D-3 CONCRETE THRUST BLOCKS DETAIL WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED " WITNESS " POST WITH 0 �rCAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED, MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL, FINISHED GRADE A .4 ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. -TYPICAL GATE VALVE NTS FIGW-5 WATER MAI TD -9 GATE VALVE DETAIL VARIES LVE BOX TO METER BOX (SEE FIG. W-6/ THRU W ---7E). flES COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING INOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED 13Y THE ACSA. SERVICE LINE TO COPINkCTAT MAIN WITH X"x4" TEE, • REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE, REFERTOFIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VAI,VF, NO CQNCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING As PROTECTION FOR BOLTS, • USE 2500 P.S.I. CONCRETE, LARGE METER SERVICE LINE NTS FIG, W -SC TD -12 LARGE METER SERVICE LINE DETAIL REVISIONS # Description Date 9) 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE DAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com sheet title: N, ACSA DETAILS sheet H scale: 111-201 date: -PL I LA -1 W � ITL CAP SCREL4Y-) E SE,C-1'01 THROUQH 00H 0REN111N.G. TREE GRATE HALVES $OLTED 'roGETHCR w/ (2) 1/2-1,,3 X 3, STNILS-STLI HEX, EI�-T AND Hr- . NUT -wl I*ASTHE RS [119mm] T-Yp CL 0 1 rL t" [I 52mrn] 21' [533mmj r) TRENCH REDUCER 0 —77�77 H �17 I We 6, MIN, 8" MIN. Lu 1� (25MMI, I E ------------------ — ------------------—--- f (2) GUARD LUG, 1Y' MN. E A A a. "4 so' xtwK %PFU. M ww M040. PER 18(f -SECTION 24' WN, SCY ANCHM Wxyls eo� CD r) (2) BOLT SLOTS la < 214: EXA04M PLR 1:r 80' $ECTION -.l axe UJ T-0- jr ON' �MtTM - - — — — — — — — — — — — — — UNDISTURBED SOIL - EDGE — — — — — - — — — — — — — — — — — - XLARA IX 24" MIN. REFI, 0742 2,W,DW0- 1 u u O NOTE' ALL DIMENSION$ ARE SHOWN 04 ENGLISH AND [Mumcq, COMPOINtNT NO'$- (2) !",RATE,. 8742-000-5, (2) I -T, C)KNING GRATE 43$5-0800 MATERIAL., CAST GRAY IRI .i ASTM A-*, C-LA$SL 35R FIN15H: NOT PUNTED WEIGHT- 42 #, D8 Sr.Alv, 1n>;R-8-742- Al TREE GRATE -,v/ LT. QPFNiN' AIR rAm cfwNEENAH INN 8742 2501B FOUNE)R'� COMPARY TREE GRATE DETAILS USE NEENAH FOUNDRY TREE GRATE R -8742-A1 OR APPROVED EQUAL LIGHT POLE BASE DETAIL FINISHED GRADE CL LLJ r) TRENCH REDUCER u I �17 I We 6, MIN, 8" MIN. Lu (22.5' rOR COMPOUND METER) 2500 P.S.I. CONCRETE THRUST BLOCK ------------------ — ------------------—--- f UNDISTURBED SOIL 1Y' MN. z A A a. "4 so' xtwK %PFU. M ww M040. UNDISTURBED SOL EDGE 24' WN, SCY ANCHM Wxyls eo� CD r) < dq REDUCER 8!' MIN. la < 214: EXA04M gg 0 P�, 2500 P.S.I. CONCRETE THRUST BLOCK ----b- 4 axe UJ T-0- jr ON' �MtTM - - — — — — — — — — — — — — — UNDISTURBED SOIL - EDGE — — — — — - — — — — — — — — — — — - XLARA IX 24" MIN. NOTES: PLAN VIEW T&S. • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION (14, • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. LIGHT POLE BASE DETAIL FINISHED GRADE CL LLJ r) TRENCH REDUCER u 4 'ex 6, MIN, 8" MIN. Lu (22.5' rOR COMPOUND METER) 2500 P.S.I. CONCRETE THRUST BLOCK ------------------ — ------------------—--- f UNDISTURBED SOIL 1Y' MN. z A A a. "4 so' 0 UNDISTURBED SOL EDGE 24' WN, OF TRENCH CD r) < dq REDUCER 8!' MIN. < LLJ gg :,:4 2500 P.S.I. CONCRETE THRUST BLOCK ----b- 4 UJ - - — — — — — — — — — — — — — UNDISTURBED SOIL - EDGE — — — — — - — — — — — — — — — — — - OF TRENCH 24" MIN. NOTES: PLAN VIEW NOT TO SCALE • NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR HOLTS. • 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. • -3t MINIMUM VERTICAL PENETRATION INTO LJNDISTUR13ED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF- FALL ALLTHRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W -3D TD -7 REDUCER THRUST BLOCK DETAIL FOR RETAINING WALL "A", DISTANCE TO PROPERTY LINE VARIES FROM 8-3' TO 13.0' - WALL DESIGN SHALL PROVIDE GEOGRID OR OTHER STRUCTURAL REINFORCEMENT SO THAT WALL MAY BE CONSTRUCTED WITHOUT ENCROACHMENT ON TO ADJACENT PROPERTY - REFER TO WALL DESIGN BY OTHERS I a late] 9:1 1104 CA I 1019 'qkp , nm) HME 1W RACK QF L -2V4 ANGL E; f 'HT NY W� vz v -4TH UAY -fX7t,:0QeQ LX1 -1 A , P,u- ilk M Ivimum Tt-vzs-VF� or R prK op suv04 ewv voer", OP4 ktl�tm ra A00 WlAu. f1v", WT ax 5L& FX1 YOU -9RAVE'a 95;�ULAR WAU to y1i 00 —4 je O.W. W 'Mo VN UE#TH (1"I MAIN VENTtZ TYPICAL REINFORCED WALL. SECTION It r.1 1h-6 p.Wpq-Ae-rel h!sAJfwAinq I% 1w povilinlibeaq desijpt onfk� IT -4 c1tim*, ky &W, i of pry tA a pmfiessinfol ar4new ragWpmd ro ft &Uw in Wkb 1hawat wAte -W D1)=*Vj 8qd of Of 4%Bt3AqA 9 L#jnV* dM44",ed �ft ni afM MA W 0. 4 #W useF- rtw 4v*-140votry aw,* oupfl fix ab4waty A* Ifloy pofus4s 10- thft# wumlot pru*t 141y Nar TO SCALE 4p'�Wk AJr'*,;, ifttk-, TYPICAL BLOCK RETAINING WALL DETAIL FOR RETAINING WALL "All FOR PRELIMINARY INFORMATION ONLY, FINAL DESIGN BY STRUCTURAL ENGINEER AND SEPARATE BUILDLING PERMIT IS REQUIRED. 6 (22.5- FOR COMPOUND METER) BYPASS 44" MIN. t d. 37' MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL RED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4 MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"- 1 THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (2 1$ METER) NTS FIG. W -7C FD -16 2" METER VAULT DETAIL CRIMP AND ROLL END OF COPPER PIPING REMAINING COPPER PIPE 1-0 BE VERTIC SHUT-OFF CORPORATION STOP --F 24' 42" MIN. TYPICAL SERVICE TAP ABANDONMENT NTS FIGW--6B TD -11 WATER SERVICE ABANDONMENT DETAIL REVISIONS # Description Date (K) 2019 - 30 SCALE, LLC owner. THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAI<TON VA 22124 N, engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com Sz 4 CL LLJ r) LL V u 4 'ex 6, MIN, 8" MIN. Lu (22.5' rOR COMPOUND METER) 4- r14 0 < z A A a. "4 so' 6 (22.5- FOR COMPOUND METER) BYPASS 44" MIN. t d. 37' MIN. NOTES: 1. PROVIDE A 6" THICK GRAVEL RED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4 MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"- 1 THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND, TYPICAL METER VAULT (2 1$ METER) NTS FIG. W -7C FD -16 2" METER VAULT DETAIL CRIMP AND ROLL END OF COPPER PIPING REMAINING COPPER PIPE 1-0 BE VERTIC SHUT-OFF CORPORATION STOP --F 24' 42" MIN. TYPICAL SERVICE TAP ABANDONMENT NTS FIGW--6B TD -11 WATER SERVICE ABANDONMENT DETAIL REVISIONS # Description Date (K) 2019 - 30 SCALE, LLC owner. THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAI<TON VA 22124 N, engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com Sz 4 ry 0 CL LLJ r) LL V u 0 S-, 'ex L.Li Lu < iW ,I Lu r14 0 < z 0 ry 0 CL LLJ r) LL u 'ex ,I Lu r14 0 _g 0 z CD r) < < LLJ gg 0 UJ a— CO ry 0 LLJ LL u 'A' gg sheet title: CONSTRUCTION D ETAI LS 1`11, sheet 3111� IT 7 9 0F 1 11 scale: 1"-20' date: 3/4/2019 LLJ u 'ex it < LLJ gg 0 M, u 'A' gg sheet title: CONSTRUCTION D ETAI LS 1`11, sheet 3111� IT 7 9 0F 1 11 scale: 1"-20' date: 3/4/2019 00 LIGHTING FIXTURE "A' CUTSHEET (1 OF 2) LIM LED lgrl.1119.; Thnm,-, 111, t0u, orc r -7w [•:'t I I ial jppi t afin� FSA -1 R E 5 kh Pi; a:1 1 il J 3 111) t I I i , =; ii} Cgs (Ri v, LISTED 5 LIGHTING FIXTURE "A' CUTSHEET (2 OF 2) Spocificallons y 'All d raqop-- "ok ONSRUCTION, C, 1. 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PHOTOMETRIC PLAN 1"=30' vtew #1 NOTE: PHOTOMETRIC PLAN PREPARED BY ICS REVISIONS # Description Date O 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com V, �y M Lu U J. 10, 0 uj Wp -j 10 0 Lu ro M ,KR axk < dK > > Z P ve, ;r Lu CL PHOTOMETRIC PLAN 1"=30' vtew #1 NOTE: PHOTOMETRIC PLAN PREPARED BY ICS REVISIONS # Description Date O 2019 - 30 SCALE, LLC owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com sheet title: LIGHTING PLAN I sheet tt 180F 19 5:1 scale: date: 3/4/2019 M Lu U J. 10, 0 uj Wp -j 10 Lu ro sheet title: LIGHTING PLAN I sheet tt 180F 19 5:1 scale: date: 3/4/2019 M Lu U uj 2.1l, Ic ro M ,KR < dK > > Z Rif Lu CL r4 0 < LLJ N. u I., {{ii U-1 3F' sheet title: LIGHTING PLAN I sheet tt 180F 19 5:1 scale: date: 3/4/2019 U sheet title: LIGHTING PLAN I sheet tt 180F 19 5:1 scale: date: 3/4/2019 r, CD C U V) (K) 2019 - 30 SCALE, LLC Ag, �R- 11X, F 5) LIGHTING FIXTURE 1113,11 CUTSHEET (3 OF 5) LIGHTING FIXTURE "B" CUTSHEET (5 OF 5) LIGHTING FIXTURE "C" CUTSHEET (2 OF 3) Olt LIGHTING FIXTURE "B" CUTSHEET (10 p, . . . ... ...... .. . . ..... . ... ... . LEORK . . ... .. ..... . .. ... .. .. ....... .. ...... ... ............. .. .... . . ..... .. .. . ..... ..... ....... . . . ... Lil GROUP . ... ....... . . . . .... . . ......... .... . .... .. . RSX1 LED Esetal" LED Wall sconce RSX1 with Round Pole Adapter (RPA) re Are -a Luminad C - ?IRS Coverasl ESI owner: THE CHRISTOPHER COMPANIES n 10461 WHITE GRANITE DRIVE by Pf OAKTON VA 22124 Luniten A engineer: ent� IEEE C(�2�,.-'; Ith; �x 30 SCALE LLC P I R H5 At, 160 0011 EPA fD C 871 J USTI N DRIVE Light Emitting Diodes PALMYRA, VA 22963 1:1 Fr irc in Finish T p: 434.242.2866 e: mike@30scale.com N, K j, r 4 L r 11vF er Warranty RSX1 with Adiu-.table SlipfittOf (IS) An web: www.30scale,.com -x r cr, ITl) AF lc� nt, '7 < Lis RIKHN nl-k C Pat-arn Var . .... .......... . EXAMPLE, RSX1 �F-D 9 4 'tCK' 9�3 NIVOLT SPAL DDBXD IS 7 0 L.Li ghr; 1erfort-nance Data P < Ali PI LLJ ayii,�ASZ5 noted! LU or ar -d:T Di'ttibutions 1 Wide bist I flbutici� F w litl6w Distributi __j wo < RSX1 vvith Mast Arm Adapter [MA) Lyelislered E (INCred 5 rive C CT No, of W LLZ L �JL (U I'W) 41 1W :y.V?itta0 me VV all (`IAI)� &T Current 'j�nA) 4 6 fail D3 LIJ 14H sill 45 3000K F "Win 3 QJ 48H M 3-301 < �4H r -�9 1) LIJ 13 -6 i 49H S7, 0 7 4 S I]i 10 �71) FTI 29 C 24H 43 < f0 48H 8 z M <hi PP P 1� I ei y �rfi if,i 4,isi 5 11 ni d a ii P in blyl p Co LIGHTING FIXTURE "C" CUTSHEET (3 OF cr_ 0 ET (4 OF 5) (1 OF 3) EET (2 OF 5) LIGHTING FIXTURE "B" CUTSHE LIGHTING FIXTURE T" CUTSHEET LIGHTING FIXTURE "B" CUTSH < Eseta" LED wall sconce ESI LEOTEK LiTE-ON rkbup Mation Sensor (optionall Data LLN Acc" aT U 3i Bet LED Wall Sconce ES1 < Data LU w6ght 9 Lr, h E7 f,,11S op Lio r� < L Electrical Load Temperature . ..... MT) P&160 rs 0 U < .. . ......... C 360 Full, Visor Ext ernal Glore Shield Hpkjs,e Side Shield motion Sensor (Optional) Specifications Projerted LED Lunwri Mainteri4nce I I tj t r I L i�ji �� 1 0 Description 1'enon Adapturs liANDHOLF ORIENTAT, I')P- a Mi Lumen Output Fj J L i 11 fJ P I E I Wi 1�ra n ty PDle Drilling Nomentilature tha 3/4/2019 V, i t �i j- '77 P* '7 r Emergency Battery System �Optional) speciihications r l%(e EPA RSX1 '41 No� & Tiilrpe of LEDs nescrItion 5 0 PC' sheet title - 241 -1 M V 2 WW 530 S1 NAISLZI 4314 HV 7 - NW 0 K DB 700 LIGHTING r t A5 WH FIXTURE D ETA I LS.',.,, W.STAXPARD AM4 all u rL �mpc Rating TL 14' 4 L lie sheet# t,. I i L f.......... REVISIONS OF 19 G us ij Description Date scale: T NTS date: 3/4/2019