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Home My WebLink AboutSDP201600053 Plan - Submittal (First) Pre-application Plan 2016-09-07Col IN INI M1 13 DI IH IG ON 191 IC IC IM n (T NORTH 0 c� m zg2q�eq p J �Rk W Q � J w w ,1 ANT jSITE ERSTgTE 64 WAHOO WAY ScA�'6 off, �c�o�cy 5�r �O G VICINITY MAP PROJECT NARRATIVE SCALE: 1 "=500' THE OWNER IS PROPOSING THE CONSTRUCTION OF FOUR RESIDENTIAL BUILDINGS & A COMMUNITY CENTER WITH PRIVATE UTILITIES AND ASSOCIATED PARKING. NECESSARY GRADING, EROSION CONTROL, & SWM WILL BE PERFORMED. ALBEMARLE COUNTY GENERAL NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (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 MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). RESPONSIBLE LAND DISTURBER THE RESPONSIBLE LAND DISTURBER SHALL BE THE ENGINEER OF RECORD FOR THE PURPOSES OF PLAN APPROVAL ONLY. THE CONTRACTOR SHALL DESIGNATE A QUALIFIED RESPONSIBLE LAND DISTURBER UPON AWARD OF CONTRACT. TIMBERLAND PARK APMTS OLD LYNCHBURG ROAD PRE -APPLICATION SUBMITTAL SCOTTSVILLE DISTRICT ALBEryARLE COUNTY SHEET INDEX LEGEND ------602- EX. INTRMDT. CONTOUR ----600--- EX. INDEX CONTOUR + 13.55 EX. SPOT ELEVATION EXISTING EX. WATER LINE 8" WL 8" SAN EX. SANITARY SEWER 18"RCP EX. STORM PIPE - EX. EDGE OF PAVEMENT SBL EX. BUILDING EDGE OF PAVEMENT FG EX. POWER POLE O EX. SANITARY SEWER MANHOLE sT EX. STORM SEWER MANHOLE co CLEANOUT C) EX. LIGHT POLE PROP. WATER LINE REDUCER UGP EX. UNDERGRND POWER LINE G EX. GAS LINE G OHU EX. OVERHEAD CABLE PROP. X EX. FENCE EX. TREE LINE ABBREVIATIONS AHFH PROP. INTRMDT. CONTOUR ENDWALL 600 PROP. INDEX CONTOUR 13.55 EXIST EXISTING +___13.05 PROP. SPOT ELEVATION 8" WL PROP. WATER LINE 8" SAN PROP. SANITARY SEWER ASPHALT PROP. STORM PIPE SBL SOUTH BOUND LANE PROP. EDGE OF PAVEMENT FG FINISH GRADE PROP. BUILDING BIT BITUMINOUS PROP. CONCRETE SECT PROP. ASPHALT PAVEMENT BUILDING (STANDARD/HEAVY DUTY) GRADE BREAK STATION PROP. GRAVEL N PROP. GATE VALVE HOMEOWNERS ASSOCIATION BENCHMARK SANITARY SEWER G PROP. GAS LINE UGP PROP. UNDERGRND POWER LINE X PROP. FENCE - - SITE PROPERTY LINE BVCS ADJOINING PROPERTY LINE ABBREVIATIONS AHFH ARROW HEAD TOP OF EW ENDWALL RR RAILROAD FIRE HYDRANT EXIST EXISTING RYS REAR YARD SETBACK APPROX APPROXIMATE FDN FOUNDATION SAN SANITARY ASPH ASPHALT FF FINISHED FLOOR SBL SOUTH BOUND LANE BC BOTTOM OF CURB FG FINISH GRADE SD STORM DRAIN BIT BITUMINOUS GBE GRADE BREAK ELEVATION SECT SECTION BLDG BUILDING GBS GRADE BREAK STATION SE SLOPE EASEMENT BLK BLOCK HOA HOMEOWNERS ASSOCIATION SS SANITARY SEWER BM BENCHMARK HPT HIGH POINT SSD STOPPING SIGHT DISTANCE BVCE BEGIN VERT. CURVE ELEV. HSD HEADLIGHT SIGHT DISTANCE SSE SANITARY SEWER EASEMENT BVCS BEGIN VERT. CURVE STA. INTX INTERSECTION STA STATION BW BOTTOM OF WALL INV INVERT STD STANDARD CB CINDER BLOCK IP IRON PIN STO STORAGE C&G CURB & GUTTER LT LEFT SYS SIDE YARD SETBACK CMP CORRUGATED METAL PIPE LVC LENGTH OF VERTICAL CURVE TBD TO BE DETERMINED CONC CONCRETE MH MANHOLE TBM TEMPORARY BENCHMARK COR CORNER MIN MINIMUM TBR TO BE REMOVED DBL DOUBLE MBL MINIMUM BUILDING LINE TC TOP OF CURB DEFL DEFLECTION MON MONUMENT TEL TELEPHONE DI DROP INLET NBL NORTH BOUND LANE TRANS TRANSFORMER DIA DIAMETER PROP PROPOSED TW TOP OF WALL DE DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT TYP TYPICAL ELEC ELECTRIC PVMT PAVEMENT VDOT VIRGINIA DEPARTMENT OF ELEV ELEVATION R RADIUS TRANSPORTATION ENTR ENTRANCE RT RIGHT VERT VERTICAL EP EDGE OF PAVEMENT R.O.W. RIGHT OF WAY WBL WEST BOUND LANE EVCE END VERT. CURVE ELEV. READ REQUIRED YD YARD EVCS END VERT. CURVE STA. RR RAILROAD APPROVALS Department Date Department of Community Development CHARLOTTESVILLE, VA 22902 Planner/Zoning Engineer Inspections ARB AGENT: BALZER & ASSOCIATES, INC Department of Fire Rescue 1561 COMMERCE ROAD Albemarle County Service Authority SUITE 401 Virginia Department of Transportation VERONA, VA 24482 Health Department PHONE: 540-248-3220 GENERAL NOTES SITE ADDRESS: OLD LYNCHBURG ROAD CHARLOTTESVILLE, VA 22903 1. OWNER: WOODLANDS PROPERTIES III LLC PURCHASER: TIMBERLAND PARK VA LLC. 416 EAST MAIN STREET STE 301 B 2021 CROSS BEAM DRIVE CHARLOTTESVILLE, VA 22902 CHARLOTTE, NC 28217 PHONE: 704-357-6000 EMAIL: JENSURBER@SURBERDEV.COM CONTACT: JEN SURBER AGENT: BALZER & ASSOCIATES, INC 1561 COMMERCE ROAD SUITE 401 VERONA, VA 24482 PHONE: 540-248-3220 EMAIL: DODONOHUE@BALZER.CC CONTACT: KENT O'DONOHUE, LA 2. PARCEL INFORMATION PARCEL ID: 07600-00-00-046BO DB 4768, PG 129 ZONING/OVERLAYS: R15 RESIDENTIAL + ENTRANCE CORRIDOR OVERLAY + AIRPORT IMPACT AREA + CHARLOTTESVILLE-ALBEMARLE MPO BOUNDARY + DAM BREAK INUNDATION ZONE -STATE + MONTICELLO VIEWSHED CURRENT USE: VACANT PROPOSED USE: MULTI -FAMILY RESIDENTIAL ADJACENT LAND USE(S): MULTI -FAMILY RESIDENTIAL SITE AREA: 7.757 ACRES DISTURBED AREA: 5.00 ACRES EXISTING IMPERVIOUS AREA = 0.00 ACRES (0%) PROPOSED IMPERVIOUS AREA = 2.50 ACRES (32%) PROPOSED PARKING/DRIVE AISLE AREAS = 57,678 SQ. FT. PROPOSED OPEN SPACE = 2.76 ACRES (36%) LANDSCAPE PLAN IS REQUIRED 3. SETBACKS: FRONT = 5' MIN. & 25' MAX. ALONG OLD LYNCHBURG ROAD & NONE ALONG 1-64 (MAXIMUM SETBACK REQUIREMENT CANNOT BE ACHIEVED DUE TO EX. STEEP SLOPES & UTILITIES) SIDE = NONE REAR = 20' MIN. & NONE MAX. 4. GROSS RESIDENTIAL DENSITY: BUILDING UNITS = 24 TOTAL 2 BEDROOM UNITS & 56 TOTAL 3 BEDROOM UNITS = 80 TOTAL UNITS 80 UNITS / 7.757 ACRES = 10.31 DWELLING UNITS PER ACRE 5. BUILDING FOOTPRINT = BUILDING #1 = 2,016 SQ. FT. COMMUNITY CENTER (1 -STORY) BUILDING #2&3 = 25,011 SQ. FT. RESIDENTIAL (3 -STORY) BUILDING #4 = 26,889 SQ. FT. RESIDENTIAL (3 -STORY) BUILDING #5 = 9,032 SQ. FT. RESIDENTIAL (2 -STORY) BUILDING CONSTRUCTION = TYPE V-A (CLASS 1) BUILDING USE = GROUP R-2 (C-2 OCCUPANCY) FIREWALL = EACH UNIT IS SEP. BY A 1 -HR RATED FIRE PARTITION WALL TO ADJ. UNITS AND STAIRWELLS (REDUCES BUILDING TO 1,030 SQ. FT.) BUILDING HEIGHT = 41 FT. MAX FOR RESIDENTIAL & 23 FT. MAX FOR COMMUNITY CENTER SPRINKLED REQUIRED FIRE FLOW = X,XXX GPM PROVIDED FIRE FLOW = X,XXX GPM (FIRE FLOW TEST NEEDED) 6. STORMWATER MANAGEMENT: TBD WATER QUALITY: TBD 7. WATER: PUBLIC SEWER: PUBLIC 8. PARKING REQ'D: 2 SPACES PER 2+ BEDROOM UNIT = 80 2+ BR UNITS = 160 SPACES PARKING PROVIDED: 160 SPACES (INCL. 19 ACCESSIBLE SPACES) 9. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS INITIATIVE AND AT NO EXTRA COST, HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OR OTHER OBSTRUCTIONS OR FROM ANY DELAY DUE TO THE REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT "MISS UTILITY" OF CENTRAL VA TOLL FREE 811. 10. ALL UTILITY LINES SUCH AS ELECTRIC, TELEPHONE, AND CATV, OR OTHER SIMILAR LINES SHALL BE INSTALLED UNDERGROUND. THIS SHALL APPLY TO LINES SERVING INDIVIDUAL SITES AS WELL AS TO UTILITY LINES WITHIN THE PROJECT. 11. NO GRAVE SITES WERE OBSERVED DURING THE SURVEY OF THE SUBJECT PROPERTY CONTAINED WITHIN THE LIMITS OF THIS PLAN. 12. PROPERTY IS LOCATED IN FEMA DEFINED ZONE Y. COMMUNITY PANEL NO: 51003 C 0269 D - EFFECTIVE DATE: FEB. 4, 2005. 13. SOURCE OF SURVEY & TOPOGRAPHY: FIELD SURVEY PERFORMED BY BALZER & ASSOCIATES, INC., AUGUST 15, 2016 TO AUGUST 19, 2016 & COMPILED AUGUST 23, 2016. HORIZONTAL REFERENCE IS NAD83 VERTICAL REFERENCE IS NAVD88 NI LI q 10 FI EI IN REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 �<'�yTH OF Dj uD. Kent O'Donohue, Jr.a C, Lic. No. 0406001683 09-07-2016 w sCA P E A R G� LU O U i 2 ii DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE AS SHOWN REVISIONS: SHEET NO. C1 Of 15 JOB NO. 34160034 N IN IM DI IK 01 IH IG IF IE N IC :E I_1 LEGEND: PRESERVED STEEP SLOPES OVERLAY COUNTY RECORDED MANAGED STEEP SLOPES OVERLAY COUNTY RECORDED ADDITIONAL STEEP SLOPES FIELD OBSERVED + + STATE DAM BREAK + + + INUNDATION ZONE SITE SOILS TABLE HYDROLOGIC SOIL TYPE SOIL NAME SOIL GROUP 21 C CULPEPER FINE SANDY LOAM, B 7 TO 15 PERCENT SLOPES 34B GLENELG LOAM, 2 TO 7 B PERCENT SLOPES 34D GLENELG LOAM, 15 TO 25 B PERCENT SLOPES 39D HAZEL LOAM, 15 TO 25 B PERCENT SLOPES 95 WEHADKEE SILT LOAM B/D SOILS NOTE: SEE SOILS REPORT FOR DETAILED SOILS INFORMATION. .IN NI N LI q 50 0 50 100 150 SCALE: 1 " = 50' J SAN MH TOP=417.54 SAN MH INV IN=412.84 I '� TOP=418.44 INV OUT=412.64 INV 1N=412.84 INV 1N=412.62 INV OUT=412.52 \ \ 1 ASH UNIVERSITY PLACE LP C/0 STARW00D CAPITAL GROUP H TAX MAP# 76-54A1 _ _ 1 \ \ \ \ I �� 1 i 08.4580 PG. 539 ZONED R15 RESIDENTIAL X11 64 _ 430 L �/ - l5' Ml . & 25' MAX. eel i FRONT ,BLDG. SETBACK---------- ETBACK 1 1 //' /�� .\ \ ' /' I 1 ` 1 ` III �;� G U M / ' I I I V I SAN MH r TOP=416.66 52.99 INV /N=413.57 INV OUT=413.39 30" CMP 420 `` I 1 p / ► I,�I INV=416.02 �,' / ` \ J `_ / l / / / \ `\ ` ► I I I �W I I I I im EX. TREELINE CONCRETE _ , _ - f - I F _ ENTIRE SITE lS WOODED WITH SWALE _ _ _ - - - - - - `\ \ ' \ \ \ MATURE SIZE TREES) _ ^�r`rs MD \ _ _ _ � \ y / , /\\ / i JI \\�1 *111 \` __ �� _ lam, ( __--- _ \ �(\_�I / / / \ \ \ /' /� / , _ M �r SAN MH �\\`\ \ `\ \`\ `\ ` \\`\ `\\1 ' I I 1 ; _---- \ _-__ l '-I / / / `\\ ; / / / ,� --__-_ \\ ` 1 ,/ / / \ - / III TOP=424.71 \\\�\\NN \\ `\ `\ `\ \ \\ \\\\ \\ \\\\ ` ' / \` _`\ ,' \ \\ `��`\ X30\ // \�(/\ \` 1 / /// / / l \\ \\ l /' // / I \ \\ // / ✓I 1 INV 1N=414.38 \ \ \ \ ,mak \ / \ \\/ - \ _` \ \ �� __ / , , � . \\\ L/M%TS OF STEEP SLOPES, TYP ` `\ I I / , / \ \ I I \ 1 \ / I r 46.4.x'.' V OUT414.35 1 f __ \ \ \ \ \ �• \ \ \ o \ 1 1_ 10/ �. \ `� ` ` _ \ ♦`\I I - , I . ROD/F \ ` \Q \ 1 1 1 / I / ----_ \ `�-- \ `\ �I / / / \ 1 I I I / / _ / I I 145. v � OXINE. � E \ \ 1 1 \ \ \ ` \ \ • , \ _ _ / I / \ \ I I 1 I / , I S413331 \\ —s�yo `\ `G\\ \ \ 1 1 \\ 1 \ \ \ \ I \\ �/ /--_-_ `� �` �`\ \�\ _- �// _-' `\I I / / \\ 1 I I j I j / / / / / /, / 36.88`. -- ----- N, N\ \� \ \\ 1 1 1 I I i I 1� i i/ / \ � 1Wp0DL_AhVS- 'OP_ER-7-IN-LtC�" `� `\ `��\ \ ` \ \ I I I 1 I I / / ��\ \`\ \ \ \ \ �__- TA�''MX1f76-_468----------------- o \ \ 1 I I I 1 --- ----- \ --,084788 FO --i 9_--------------- - ------------ \ p \ \ I I ► I/ I I I I 1 I /// �_� �. \ \ \\ IN, ---- - \ \ I I I I / /' I . _ - __-------`----------\ �\ `\ `\ \ Z-757- ACT _ 20' SAN SEWER EASEMENT I D \N \ \ \ \ I I 1 1 / ' I1 / I 1 / / - N� \ \�\ `\\ -ZONQ R15 R� --- ,/ \\ / I 1 I / i I i I I / / / / �` PER PR -800 PG -A 3 MON/F 0 1.5' \\` _------ \ �`\ ONLIN�\ \ `\ `-__` \ \ ----------_ \ - 1 , / / / l APPROX. LOC. \ \ - _ ' ` _ _ , \ \ \ MATURE HARDWOODS -MOSTLY OAK _ _ ` / / / / // / / WEMENT PER D : 2 8 i I \ \ - - - - - _ _ _ _ - _ \ \ (BASED ON ARBORIST REPORT% \ \ / / , / / / , ' / ,6 / / \ \\ \ \ \ \ \IX X TRANSITIONAL LA SUCCESSIML J I \ \I \ \ `� `� \ \\ \\ \ \ \ I ,, X \ REG/ON TEN COMMUNITY P/NES BEING FADED OUT BY ► \ \ \ \ - _ _ \ \ \ \ / 1 / t X I 1 I ► I / 1 \ \ \ \ \ \ \ \ \ ` \ \ / / / / I / , A �o . Loc! 0 1 SERVICES 80ARD INC � �' MIXED AGE HARDWOODS -OAK, / � 1 ` `\ � \ \ \ \ \ \ / / � � / / � �' � � 1 I � 1- C / I 1 1 \ \ \ \ / �� / TELEPHONE SEMENT I X 1 I 1 1 / , \ 1 TAX MAP 76-46F POPLAR, RED MAPLE, & GUM I ,. �, ► 1 1 \ \ \ \ \ `__ \ \ .___ �� — �/ 1 , / I / l / l , , / PE 0;1251_ PG 590 1 I , _ (BASED ON ARBORIST REPORT) , / I 1 1 \ ! /� I I i / / 1 / /' �/ 11 1 1 1 . 03.3039 PG 209 / / / ' - ' - / / -� I \\ \ \ \ \ BUFFER EAS ENT dS SHOWN ON / , �, I ; r l l ' I i t / I 1 °e', ZONED COMMERCIAL OFFICE I 21C \ \ \ ` \ 1 - ' - . ► / / r 1 ' \ \ \\ ASSOC., INC. ON AUGUST 1� 2016 \ / J l / l I ) 1 \ 1 \ \ 9 I / � -- , I i 1 • \ / / .' ' �� .' / l / / / LI'VITS OF STN TE' DAM I 1 I I I h 1 I 1 I SLOE AND R;TA/NING ALL � - � / �' 1 39� �I / \ , / , / , � � / / / / � I 1 - � 1 1 1 / 1 ' \ / / BREAK INUV0TIO ZONE I I \ �iv� ► / 1 EASEMENT P R D / 22.14 �ROJO/fl I I 1 I 1 I I I PG:14� 0 1 I R G. K_ �� . �\\ �\ `\l 0N. Q mama k I 1/ N30'50 55 \ , ` \ \ ` \ \ \ ` \ 86.0 j \ \ \ \ \ , ` ` I 2I7T10 LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 LOT 1 COMMON AREA LOT 9 LOT 8 LOT 7 LOT 6 LOT 5 LOT 4 LOT 3 LOT 2 I ONLINE 15.61 'WOODLANDS OF � / ` ` \ � �� COMMON BLOCK AREA I I I I I I LOT 10 I I I I I I I LOT l I I CHARLOTTESVILLE" 15' PEDESTRIAN EASEMENT PER OB.•3332 PG.•62 I I I I I I G I I I I I SHERW000 MANOR" I I I I I LOCK WOODLANDS LAND PRO✓ECT LLC SECTION TWO I WOODLANDS LAND PRO✓ECT LLC I I I II COMMONX 75 I I TAX MAP# 76-46C48 X 75 D3.•4595 PG.- 167 ELLIPT/CAL RCP ZONED R15 RESIDENTIAL I TAX MAPS 7P0.501 00 SAN MH INV =407.62 A DR -514 PG.•501 SAN I ZONED R6 RESIDENTIAL INV IN=415.76 INV OUT=415.67 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 �,TH OF L'D. Kent O'Donohue, Jr?' C, Lic. No. 0406001683 S, -2016 w is, U) Z O Z O V `Z 1 U) R LU 2 i� U 0 ~ W Z J 0 (n LU J O Q (n LL] m Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1 "=50' REVISIONS: SHEET NO. JOB NO. 34160034 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 LTH OF DjG' "D. Kent O'Donohue, Jr?' r, Dc. No. 0406001683 09-07-2016 w .d 1� SCA P E A R 2 ii F --- CD U O� D � LU z J 0 U) LU LU O Q U U) LU m J Q DRAWN BY 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 1 18 19 1 20 1 21 0 I I 0 GENERAL NOTES: I 1. CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATION SHALL OCCUR. I 2. ALL RADII SHOULD BE ASSUMED 5' UNLESS SHOWN OTHERWISE. 3. KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE N MARSHAL OFFICE FOR LOCATION. r—�— N 4. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. I LEGEND: I PROP. PAVEMENT I (SEE DETAIL) V as PROP. CONC. SIDEWALK (SEE DETAIL) a r 30 0 30 60 90 I o PROP. 20'X20' DUMPSTER PAD (2 DUMPSTERS) (SEE DETAIL) SCALE: 1 " = 30' I L i L � I • I I � I I K / 950' TO K 6� �C �AY G r ` • _� \ �, SWITCHBACK I PEDESTRIAN RAMP I AZALEA PARK ENTRANCE , - TERSTeA S N // ACCESS I 525 TO DONCASTER '�� INACC R_0 i ° LANE ENTRANCE U M60 NARIAB ��P B I ,. SRMLO 39.92 � O O 00 00 r ♦ P� BLDG #1 38.64' I� A go, = ��_ ��i� ♦ ♦ ♦ ♦ _° N _ REC. CTR. �• ♦ ♦♦ ♦ 1 STORY O �� ., / BMP ♦ ♦ BLDG #3 o H ��f �_— • ♦ ♦ ♦ ♦♦ 10' BUFFER WITH ♦ � ` 24 UNITS �� J 3 I I H 3—STORY WL � X • _ � REQUIRED LANDSCAPING ♦ � 1 � ♦ L L— �� • ♦ I I 0WL SAN � WL WL I I X � � _ �� / � �� - ° J -3 SAN I WL ,,, 57.58' ° I a G Z rn 3 ° 6, T R I I I G / coo N PROP. TREELINE 53.28' BLDG #2 3Zo° 24 UNITS I I 3—STORY T 00 ZO ° o F F J ar 9, I I ° WL WL WL WL WL WLWL WL N ° SAN SAN SAN SAN y SAN SAN SAN SAN \ I I E PROP. LIGHTPOLE, TYP. \ } i I E SANQ ` J 57.58'71) 7.58'8, 8, °° � I I _ 00 -6 o 0' ao o 57.58. BLDG #5 ° 00WL WL 3 00 V ° 8 UNITS ° BLDG #4 �� SAN WL SAN 2—STORY ° 24 UNITS 192.82 ° \ —� --� SAN I~ p 3—STORY o I -� 106.11' C - I C ° N m - M o I zl N" Ln PROP. 530 FT. OF 20' MAX. GRAVITY WALL B — — --i i — — -- -- -- -- -- -- -- — i — — — — -- -- — -- J — B FT I � �I o A I I I I A 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 15 1 16 1 17 1 18 1 19 1 20 1 21 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 LTH OF DjG' "D. Kent O'Donohue, Jr?' r, Dc. No. 0406001683 09-07-2016 w .d 1� SCA P E A R 2 ii F --- CD U O� D � LU z J 0 U) LU LU O Q U U) LU m J Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1 "=30' REVISIONS: SHEET NO. 0 JOB NO. 34160034 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 yT H "D. Kent O'Donohue, Jr?' Lic. No. 0406001683 09-07-2016 w d ti`S 1'E ARC U) Q LL Q O D mT- C) Z Z} J 0 J O J MW W Z J Z 0 rLL V V U 0� M > U) D � W Z J 0 (n W OQ (n W 00 Q DRAWN BY DKO 1 F 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 "=30' GRADING NOTES: 0 1. REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, IMPROVEMENTS OR 0 OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. REMOVE TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS, COMPLETELY IN AREAS REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN AREAS TO RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE ORIGINAL GROUND SURFACE. 2. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE WARNING LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION. N N 3. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND GRADES AS INDICATED. 4. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB -1 FOR STORM DRAINAGE PIPING. 5. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT M ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING M OF FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER WHEN ATMOSPHERIC TEMPERATURE IS LESS THEN 35-F (1-C). 6. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING WHEN \� ATMOSPHERIC TEMPERATURE IS LESS THEN 35-F (1-C). 7. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED SUBGRADE L ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND L CROSS SECTION, WITH NOT MORE THAN 1/2" ABOVE OR BELOW REQUIRED SUBGRADE ELEVATION. 8. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO OWNER. 9. SPREAD TOPSOIL TO A DEPTH OF 6" OVER ALL DISTURBED AREAS NOT RECEIVING WALKS,` 1 1 - ` \ K PAVEMENT, WALLS OR BUILDING, INCLUDING TRENCHES. IMMEDIATELY FOLLOWING \ ` i K PLACEMENT OF TOPSOIL, DISK THE ENTIRE TOPSOILED AREA AND RAKE FREE OF STONES AND DEBRIS OVER 1/2" IN ANY DIMENSION. PROVIDE A FINISHED SURFACE FREE OF / DEPRESSIONS OR HIGH SPOTS. SEED IMMEDIATELY. 10. FINISH GRADE AROUND ALL BUILDINGS SHALL BEA MINIMUM OF 6" BELOW FINISHED FLOOR ELEVATIONS. A J 11. PROVIDE A MINIMUM OF 5% SLOPE FOR A DISTANCE OF 10' AWAY FROM ALL BUILDINGS FOR POSITIVE DRAINAGE. E Y S ►\ �/' I i I i J 01GOWA RI/' ANTE ��s ,w) ��'' i-__---- 1 12. ALL SIDEWALKS SHALL CONFORM TO ADA REQUIREMENTS WITH A MAXIMUM SLOPE OF 5% AC '' `` Rio �p /,-� /�� // / ��- �R S AND A MAXIMUM CROSS SLOPE OF 2%. ��' ------ I I 4� ---------- DRIP LINE ------------- PROTECTIVE DEVICE / \ I / / \ \ I I 11 MAXIMUM LIMITS OF CLEARING AND GRADING /"— ` I _ _ / \ \ I 1 � \ / I O PROPOSED GRADING �� MIN. 5'__ WHERE DRIPLINE �� ____ ,/ �_ — �\ \ \ I ` / IS LESS THAN — — — — — — — \ — — --- \ CONSTRUCTION OPERATIONS RELATIVE X `� �' .�\ �`. ',,, V �� /� \ �►1` / \\ ` I ' i \ ` /� �� i ,� _ TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 / / --- _, — — \ / _ ` ` I / 1 • �� ' ,- - ` ♦ j , / \ / / /' _ \ f I \ • �� _ ` -J000 TREE PRESERVATION 3.38 & PROTECTION TP - - - - - - _'' .101 ---- .01 — ��\\\ � --_ — — l I I � � I l j j ` ,i ---- --- — \\ \ �\ \— -- -- --_\/,' ,/ /r � � \ I 1 I\ I I I / ' ►r' � I I I I J, B 430 I I l l i� I B 100, / RCi ► r i I p , , /' ,' , �� /' / I I 30 0 30 60 90 i I SCALE: 1 = 30 I I I J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 REFLECTING TOMORROW www.balzer.cc Staunton New River Valley Roanoke Richmond Harrisonburg RESIDENTIAL LAND DEVELOPMENT ENGINEERING SITE DEVELOPMENT ENGINEERING LAND USE PLANNING & ZONING LANDSCAPE ARCHITECTURE LAND SURVEYING ARCHITECTURE STRUCTURAL ENGINEERING TRANSPORTATION ENGINEERING ENVIRONMENTAL & SOIL SCIENCE WETLAND DELINEATIONS & STREAM EVALUATIONS Balzer and Associates, Inc. 1561 Commerce Road Suite 401 Verona, VA 24482 540-248-3220 FAX 540-248-3221 yT H "D. Kent O'Donohue, Jr?' Lic. No. 0406001683 09-07-2016 w d ti`S 1'E ARC U) Q LL Q O D mT- C) Z Z} J 0 J O J MW W Z J Z 0 rLL V V U 0� M > U) D � W Z J 0 (n W OQ (n W 00 Q DRAWN BY DKO DESIGNED BY DKO CHECKED BY WSM DATE 09-07-2016 SCALE1 "=30' SHEET NO. 0 JOB NO. 34160034