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HomeMy WebLinkAboutSDP201100040 Plan - Approved 2011-07-25GENERAL NOTES: OWNER: CHARLOTTESVILLE REALTY CORPORATION MINOR SITE P.O. BOX 6340 CHARLOTTESVILLE, VA 22906 DEVELOPER: COLEWAY DEVELOPMENT, LLC 610 PRESTON STREET CHARLOTTESVILLE, VA 22902 CONTACT: MR. ANDY MCGINTY 434.242.7412 ENGINEER: COLLINS ENGINEERING 800 EAST JEFFERSON STREET CHARLOTTESVILLE, VA 22902 CONTACT: MR. SCOTT COLLINS 434.293.3719 TAX PARCEL #: 06100 -00 -00 -12400 D.B. 696, PG. 555 TOTAL ACREAGE: 19.060 AC. ZONING: C -1, R -15 PROPOSED DEVELOPMENT ACREAGE: 11.350 AC. (R -15 PORTION) PROPOSED USE: MULTI - FAMILY RESIDENTIAL (APARTMENT COMPLEX) PHASING: THE DEVELOPMENT WILL BE COMPLETED IN 9 PHASES. THE FIRST PHASE WILL INCLUDE MASS GRADING AND INSTALLATION OF THE ROAD, STORMWATER MANAGEMENT, SANITARY, STORM, AND WATER NETWORKS AND GRADING OF THE BUILDING PADS. THE SUBSEQUENT PHASES WILL INCLUDE THE CONSTRUCTION OF EACH BUILDING ONE AT A TIME. THE FINAL PHASE WILL INCLUDE THE INSTALLATION OF BUILDING #7, GARAGE #2, 90 .11 WP0200900062 RIO MAGISTERIAL DISTRICT ALBEMARLE COUNTY 1 THE REMAINDER OF THE TRAIL, THE TOT LOT, AND THE UPGRADES TO THE CARMIKE LOT. STORMWATER IMPROVEMENTS SHALL INCLUDE: • PHASE 1 INCLUDES STORMWATER MANAGEMENT BASIN • PHASE 2 INCLUDES UNDERGROUND STORMWATER MANAGEMENT FACILITY COURSES ALONG CENTERLINE STREAM • PHASE 5 INCLUDES BIO- FILTER AND ANY REQUIRED CHANNEL IMPROVEMENTS DEVELOPMENT DENSITY: R -15 ZONING = 15 UNITS /ACRE BONUS DENSITY = 10% FOR MAINTENANCE OF EXISTING WOODED AREA (2.31 ACRES) = 15% FOR DEDICATION OF OPEN SPACE TO THE COUNTY (1.65 ACRES) 15 DU /ACRE X (0.1 + 0,15 + 1) = 18.75 DU /ACRE 18.75 DU /ACRE X 11.350 AC = 212 DU MAXIMUM 90 ONE BEDROOM UNITS 112 TWO BEDROOM UNITS 10 THREE BEDROOM UNITS 212 TOTAL UNITS THE GROSS RESIDENTIAL DENSITY OF 15 DU /ACRE HAS BEEN INCREASED BY 10% FOR THE MAINTENANCE n,°1�7 OF EXISTING WOODED AREAS EQUAL TO 20% OR GREATER OF THE SITE. THE DENSITY HAS BEEN J INCREASED AN ADDITIONAL 15% FOR THE DEDICATION OF OPEN SPACE TO THE COUNTY. IN ORDER TO QUALIFY FOR AN OPEN SPACE BONUS, PUBLIC LAND AND A PUBLIC TRAIL WILL BE DEDICATED TO O20 ALBEMARLE COUNTY, AS DEPICTED IN THE DEDICATION EXHIBIT PROVIDED. THE DEDICATION OF PUBLIC J �� LAND AND A PUBLIC TRAIL TO ALBEMARLE COUNTY HAS BEEN APPROVED BY THE BOARD OF SUPERVISORS. WOODLAND PRESERVATION EXISTING SITE AREA: 11.35 ACRES REQUIRED MINIMUM WOODED AREA PRESERVED (20 %): 2.27 ACRES PROPOSED WOODED AREA PRESERVED: 2.31 ACRES (20.3 %) PROPOSED MAXIMUM LOT COVERAGE (IMPERVIOUS COVER): 3/4 SPLIT STORY MULTI - FAMILY RESIDENTIAL APARTMENT BUILDINGS = 79,150 SF (1.82 AC) CARRIAGE HOUSE = 1,628 SF (0.04 AC) CLUBHOUSE = 5,140 SF (0.12 AC) GARAGES & CARPORTS = 7,498 SF (0.17 AC) D POOL AND DECKING = 6,090 SF (0.14 AC) TOTAL = 99,506 SF (2.29 AC) PARKING REQUIRED: MULTI - FAMILY UNITS: O 1.5 (SPACES / ONE BEDROOM UNIT) X 90 (ONE BEDROOM UNIT)= 1.5 X 90 = 135 SPACES 2.0 (SPACES / TWO OR MORE BEDROOM UNIT) X 122 (TWO OR MORE BEDROOM UNIT)= 2.0 X 122 = 244 SPACES TOTAL REQUIRED = 135 + 244 = 379 SPACES 0 PARKING PROVIDED: 380 TOTAL SPACES (INCLUDES 8 HANDICAPPED SPACES PLUS 2 VAN ACCESSIBLE SPACES) TOPOGRAPHY /SURVEY: TOPOGRAPHY CREATED FROM AERIAL SURVEY PROVIDED BY LOUISA AERIAL SURVEYS, INC ON JANUARY 17, 2009. SURVEY INFORMATION PROVIDED BY COMMONWEALTH LAND SURVEYING, LLC IN D JANUARY 2009. BENCHMARK: NAIL IN PAVEMENT IN PARKING LOT TO THE EAST OF SITE, ELEVATION 506.793'. D DATUM: ELEVATIONS BASED ON NAD 83 DATUM. FLOODPLAIN INFORMATION: / THIS PROPERTY IS LOCATED IN ZONE 'X' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005 AND FLOOD INSURANCE RATE MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. THERE IS NO 100 -YEAR FLOODPLAIN ASSOCIATED WITH THIS SITE. STREAM BUFFERS: NO STREAM BUFFERS EXIST ON SUBJECT PARCEL PER ALBEMARLE COUNTY GIS. a WATERSHED: THIS SITE DRAINS TO THE SOUTH FORK RIVANNA DRAINAGE WAY AND WATERSHED. EXISTING VEGETATION: WOODED LOT WITH HARDWOOD TREES. ✓� ACCESS: A PRIVATE ROAD WILL BE ACCESSED FROM PUTT PUTT PLACE. A SECOND PRIVATE ROAD WILL ACCESS THE EXISTING CARMIKE CINEMAS PARKING LOT. CURB AND GUTTER FOR DRAINAGE. SETBACKS: - FRONT YARD - 25 FEET; SIDE YARD - 15 FEET; REAR YARD - 20 FEET; PARKING - 10 FEET - ANY STRUCTURE EXCEEDING 35' IN HEIGHT SHALL BE SETBACK FROM ANY STREET RIGHT -OF -WAY OR SINGLE - FAMILY RESIDENTIAL OR AGRICULTURAL DISTRICT; IN ADDITION TO MINIMUM YARD REQUIREMENTS, A DISTANCE OF NOT LESS THAN 2 FEET FOR EACH 1 FOOT OF HEIGHT IN EXCESS OF 35 FEET. MAXIMUM STRUCTURE HEIGHT: 65 FEET (AVERAGE BLDG HT. =49', SEE SHEET S -1 & S -2 FOR SETBACKS) E T THOSE SHARING A COMMON WALL LINE USE: FASHION SQ A I DIRECTION I DISTANCE L1 N 15'07 37 W 93.57 L2 N 63'48 52" E 46.48 L3 N 14'30'46 E 46.00' L4 N 53'18'14" E 14.21 L5 N 00709 44 E 98.63 L6 N 29'22'48" E 87.35' L7 N 44'' 47' 24 E 80.26 L8 N 58'55'41 " E 84.03 L9 N 38'20 26 E 78.10 L10 N 64'07'29 E 55.39 L11 N 2927'36' E 71.18' L12 N 48'22'26" E 102.23' L13 N 76'3416 E 56.08 L14 N 51' 11'36" E 66.76 L15 N 66'49'29 E 37.20' L16 N 86'2816' E 42.98' L17 N 71'3339" E 71.30 L18 N 72'55 31 E 26.57 L19 N 20'45 25" E 72.50 L20 N 44'01'00' E 68.05 L21 N 15'59'10" E 53.11' L22 N 58'33 17 E 68.96 L23 S 62'20'43'E 18.24 SHOPPING CENTER ASSOC ZONE: PD -SC PLANN G DEVELOPMENT SHOPP C� TMP: 06100 -00 -0 `330 U O 0 O D a �J 00 CIA If, %K MINIMUM BUILDING SEPARATION: 30 FEET BETWEEN STRUCTURES, EXC P USE: FASHION SQ A -1 OUTPARCEL O RECREATION REQUIREMENT: LINE 212 UNITS X 200 SF RECREATION PER UNIT = 42,400 SF RECREATION 8 5% GROSS SITE AREA = 11.350 AC X 0.05 X 43,560 SF /AC = 24,720 SF RECREATION o Ln zo AREA REQUIRED: 24,720 SF \ \ AREA PROVIDED: 16,789 SF OPEN SPACE + 2,754 SF CLUBHOUSE + 6,090 POOL & DECKING = 25,633 SF Lu � TYPE OF RECREATION REQUIRED BY ORDINANCE: TOT LOT AND FULL BASKETBALL COURT W E TYPE OF RECREATION PROVIDED: CLUBHOUSE (INCLUDING FITNESS CENTER, MEETING SPACE, AND INDOOR PLAY AREA), POOL & DECKING, TOT LOT (INCLUDING WHIRL, CLIMBER, AND SWINGS), AND PLAYING FIELD G SITE AREAS: IMPERVIOUS AREA: 5.784 ACRES (50.96 %) RECREATION OPEN SPACE: 0.328 ACRES (2.89 %) OPEN SPACE: 5.238 ACRES (46.15 %) TRAILWAY: a CLASS A TYPE 1 LOW MAINTENANCE PEDESTRIAN PATH -AN 8' WIDE PAVED TRAIL (2" ASPHALT SURFACE, CV AS CI 4" AGGREGATE BASE) WILL BE DEDICATED TO THE COUNTY. A DEDICATION EASEMENT ENCOMPASSING SC NE: P -SC PLANNED 0.97 ACRES HAS BEEN PROVIDED ALONG THE TRAIL ON THE SUBJECT PARCEL. DRAINAGE FOR THE TRAIL LO61 T SHOPPING CENTER HAS BEEN DESIGNED TO MEET VDOT DESIGN STANDARDS FOR A 2 -YEAR STORM. THE PUBLIC TM 6100- -00 -13200 `G PEDESTRIAN TRAILWAY IS PROPOSED TO CONNECT THIS DEVELOPMENT TO ALBEMARLE COUNTY PUBLIC USE: HION UARE MALL LAND TO THE NORTH, CARMIKE CINEMA TO THE WEST, AND RIO ROAD TO THE SOUTH. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. NO CEMETERIES WERE FOUND DURING THE FIELD INVESTIGATION AND SURVEY TOPO AND BOUNDARY ON THE PROPERTY. CRITICAL SLOPES: A CRITICAL SLOPE WAIVER HAS BEEN APPROVED WITH THE PRELIMINARY SITE PLAN FOR THE CRITICAL SLOPE IMPACTS PROPOSED HEREIN. TOTAL CRITICAL SLOPES ON SITE: 1.12 AC ON -SITE CRITICAL SLOPES IMPACTED: 0.63 AC = 56% OF TOTAL ON -SITE CRITICAL SLOPES OFF -SITE CRITICAL SLOPES IMPACTED: 0.11 AC TnTnl rDTTTrAl CI nOCC MCTI IDnr-n- n 7d G .. PROP SUBDI ON LINE CASTLE GARDENS SHOPPING CENTER, LLC �NE: C -1 COMMERCIAL TMP`. 04500-00-00-104135 USE: IKE CINEMA D.B. 2673, PGz 329 VIRGINIA POWELL, EUGENE M OR BEATRICE E ZONE: R -2 RESIDEN L�- MP: 045CO- 01 -OB -0 00 �� SINGLE FAMILY D. 760, PG. 275 �,LO BLK B "WOODBROOK" - ZONE: R-2 RESIDENTIAL SCALE: 1" = 1000' 2 9 23 S - TMP.- 045CO- 02- 00- 0Q6,00 USE: VA 'CANT RESIDENTIAL ,<,,, F D.B. 2074, \PG 179 P-7 R -15 ZONING \' LEG ND EXISTING CULVERT ... _,,,,, ... _,,_ EARTH DITCH CUL VER T DRI VEWA Y CUL VER T BUILDING 6 1 Q DROP INLET &STRUCTURE NO. BENCH MARK l CURB CLEARING LIMITS CURB & GUTTER S' PROPOSED PAVEMENT VDOT STANDARD STOP SIGN oY` - - - _2110- - - - EXISTING CONTOUR 6, \ EC -3A DITCH DEPTH OF EC -3A DITCH 200 PROPOSED CONTOUR 10 HILL ASSOCIATES L P EC -2 DITCH 240.55 PROPOSED SPOT ELEVATION ONE: R -1" E S I D E N TI A L - . �- TBC DENOTES TOP /BACK OF CURB TMP: 0610 00- 00 -124E3 6" DEPTH OF EC 2 DITCH T/B DENOTES TOP OF BOX DUSE: 404RTG. 592 NITS O L1 P -7 Ll f ALONG CENTERLINE OF , --' � � ` BUILDING 5_ POOL p, 3ps LUBHOU oR, °u4 - R- 15/C -1 ZONING PLANNER/ ZONING o LINE PHASE 8 INSPECTIONS CHARLOTTESVILLE REALTY CORPORATION ZONE: C -1, R -15; COMMERCIAL, RESIDENTIAL 0 00- 00 -12400 TMP: 0610 70NING '> 13'28" 3.51' 0.18' 4.04' r r r r r r I �P c / P? y �Q i UILDING 4 5 L20 f� 1 M1111. ��;I Rum" ,q�V\ c0 r' VAR. WIDTH / / ACCESS q EASEMENT / 0 g-- PATR CIA /ZO E: HIGHW C MM RCI L n O u P Q o� �Q o h / ZO E: GHWAY C MM RC' L / T P -00- - 24E / SE: STORA B. 1 G. 288 4 ' J � 4 j VJV OD, L F JR & ICIA E a NE: HC IGHWAY COM MP: 061 0- 00- 00 -124FO SE: RIV LS SPORTS BAR 610 PG. 27 I SHEET INDEX TITLE SHEET COVER SHEET T -1 SITE PLAN S -1 SITE PLAN S -2 GRADING PLAN S -5 GRADING PLAN S -6 SITE PLAN NOTES & DETAILS S -7 TOTAL SHEETS 6 MINOR SITE PLAN AMENDMENT PROPOSED CHANGES: CARPORT & ISLAND SHIFTED A SIDEWALK REALIGNMENT 22 T QSIDEWALK DELETION PARKING SHIFTED 3' 4 ' QREVISED PHASE LINES Ii_y " Cc.amuni0l .err? tit DOpartment Date 6.71. 012a[i ------- _ File # APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT Ile `u Lu n PLANNER/ ZONING o ENGINEER w a INSPECTIONS o Ln zo ARB ° w DEPARTMENT OF FIRE RESCUE Lu � ALBEMARLE COUNTY SEIRVICE AUTHORITY W E T Q SCOTT R. COLLINS'Z H No. 35791 2> V­V'SkiNIVAL t�Ow Z O 0 a `u Lu n N u Lu w a �■■� o Ln zo ° w u Lu � W E Iii■ w I- r_1 ° iz� 0 0 C'1� l-- 01 m ®� N N � z W W O wN a N Z uj 57 L9 Z C 0_� �z W UJ U H � uj ul y / W W4 w N O W a a H > T 0 o 5' U U In 1 W. W c J w („) ox rw �w Z oz W w oz C J O r N C C O U W 03 a X I.L � r o; Q Ea o �3 Z� Y W° zN 5_ Z0 W� w N� J K, J C o 0 ID � U 0 w y� d 0o Ln ao 0 � a.E DRAWN BY: KMK x CHECKED BY: L SRCU 0 0 0 o ° 0 PROPOSED WOODEN LINL AUJU51 MtN I _/ �� i rrc�rv�w fCG 1 P%ll 11V V rrr��� H /l� _I- 14- VL IVIC I v \ �� FOOTBRIDGE SEE NEW PARCEL AREA / ! W /HANDRAIL — SEE GRADING _ DETAIL SHEET S -7 =11.35 ACRES — 06.793 \ p ® p Q ♦;:,.:::;.; ♦ SHEET FOR HEIGHT DIMENSIONS �/ D/ \ '% 1 1 1 �e \ \ / ... — - - -- iV AUUt,S tAJtMtN I �.. . 5 CONCRETE p USE: SPORTS , / STOP SIGN SIDEWALK S76,e `' D . B . 10, P C 2 7 F'' O PHASE 8 I CL cln t R -1 (TYP.) / PROPOSED 1sS I Z / PROPOSED I / PROPOSED 6' PLANTING / STRIP �6 SWM BASIN I PRIVATE ROW or od 24' Flo —FCC 0 Q � W / I ti -�. . . w 20 TIE —IN TO EXIST - N w SPEED LIMIIT `E /P —E /P J CURB AT ENTRANCE R2-11. � W t Lo I I = J R\ � x U \ STUB —OUT FOR POTENTIAL �/V ` ♦ \ 3 FUTURE CONNECTION TO �- NOTE: STRIPE PAVEMENT MARKING 4T P STOP SIGN ALBEMARLE SQUARE STREET R \\\\\ AS SHOWN ON THIS PLANT AT THE q R -1 (TYP.) W INTERSECTION OF PUTT PUTT LANE SIGN � � � � � � AND RIO ROAD W N \ I PROPOSED 47' ACCESS L.F. WOOD & RIO �o �\ EXISTING STOP SIGN / / ' - AND STREET SIGN \\, /S' / 1 ' I PROPOSED � �i � ASSOCIATES PROPERTY 5.9 \ I D.B.___ PG. Y t �� v�. 5� CONCRETE SIDEWALK �'� / , PROPOSED ACCESS & SWM EASEMENT STOP SIGN I / R -1 (TYP.) r O RF$T C \. w / / ovRT / STREET j !pR/V \ / SIGN STOP SIGN ATFRO w / EXISTING / PA R20 \\ 24" STOP In A MCI LL �` o� Eo c � y O ; (D c, ZS Y W O ZN zo W U w J = o° � w � -0 o" r-, d w Z_ C o ) (! 0 DRAWN BY: KMK CHECKED BY: r N SRC 0 .1Z o C, \ 0 ` CONTRACTOR TO ENSURE �/ 0SCOTT R. COLLINS4 \/ ,� 000 %� EXISTING DRAINAGE FLOW O PATTERN TO REMAIN 6 MODIFIED PHASE LINES U No. 35 791 CONTRACTOR TO TIE IONAL S• CONTRACTOR TO TIE PROPOSED CURB INTO PROPOSED CURB INTO EXISTING (TYP.) RS. — EXISTING (TYP.) h / CONTRACTOR TO DEMOLISH 1 v-' l Q APPROXIMATELY 530 LF PHASE V / EXISTING CURB AND CONSTRUCT APPROXIMATELY 710 LF NEW CURB 9 v,. s 24f E A454" PROPOSED CG -2` °�- M �� CURB (TYP.) ` 24' %V zz f M ��� �� DRIVE �,,� / / CONTRACTOR TO TIE AISLE R5, / PROPOSED CURB INTO EXISTING (TYP.) _ g' PROPO ED CG -2 POWELL, EUGENE -RE RICE E / / CURB (TYP.) ACCESS EASEMENT ZONE: R -2 RESIDENTIAL PLACE TOEXTENDACROSS ALL PARKING TM P: 0 4 5 C 0- 01- 0 B- 0 01 0 AND TRAVELWVAYS LOCATED ON CASTLE GARDENS USE: SINGLE FAMILY / '°� / / SHOPPING CENTER AS SHOWN WITHIN AGREEMENT D.B.��_�_, PG.__ N_ D . B . 760, P G . 275 / �'� , _ U) CONTRACTOR TO TIE M + LOT 1 BLK B " WOODB OOK" ' / ``' ,-- Z o a z v z PROPOSED CURB INTO 9 ��`�pp• O Lu EXISTING (TYP.) Q / ~ W E a DEMOLISH EXISTING TRAFFIC - / f�AD 83 BENCHMARK ��G 7 / ~ o Ln ISLAND TO CREATE NEW ,r1 / \ — — > TRAFFIC PATTERN (TYP.) ^' >a MH TOP= 438.39 / �.�`'� r j �- "� '`� '" uj �5P / 'COUNTY OF ALBEMARLE W CONTRACTOR TO FIELD VERIFY DEMOLITION / �X /ST / / IN THIS AREA TO DETERMINE IF ROAD CAN \ ZONE: R -2 RESIDENTIAL / BE BUILT WITHOUT MODIFICATIONS TO THE Sq /2, / TMP: 045CO -02 -00 -00600 l EXISTING RETAINING WALL / MILL AND OVERLAY_ .. USE: VACANT RESIDENTIAL ASPHALT TO TIE —IN CONTRACTOR TO TIE S LE GA E PING CEN TE L PROPOSED ROADWAY D.B. 2074, PG. 179 / PROPOSED CURB INTO Z O E � C_ C I \ CONNECTION WITH EXIST. PARKING LOT EXISTING (TYP.) P`� 0\4\500-0 - 0 5 / '�'.. . HT. OF BLDG. 6 = 60' U A IKE Cl M REQ'D = 509 / EXISTING CULVERT SETBACK B. 6 3, PG. 2 / I — -� � .�'` `— DST PROVIDED — 15 ' . ;HEADWALL TO REMAIN -� � �'�" -- PROPOSED 10 GRAVEL ACCESS ROAD FOR SWM FACILITY —ROAD -L- L CONTRACTOR TO TO BE BARRICADED TO PREVENT.. ' PEDESTRIAN ACCESS <'�" . MODIFY EXISTING,, � ,k � Nf r / r'.. � r � . `. TRAFFIC ISLAND \ �'.. P��' . AS SHOWN �.. /..... .'.' .� i ,_ UJ ` / INS 3..R . '�......... �:,� ............ . �.. p ` 5TOV\ / �. . �� SIGN \ /.'. CONTRACTOR TO TIE \R -1 WOODLAND, / PROPOSED ROAD INTO' ° :"'�- .. . . . . . � EXISTNG PARKING LOT �� � ° p PROPOSED 5 CONCRETE � i �... PR'ESE'RVATION SIDEWALK (TYP.) GRADE 159 AREA .. . \ --�� Lu STREET SIGN SIGN ; y H f ST.ORMWAT ER MANAGE MENT &ACCESS EASEMEN T STOP SIGN .. . � PROPOSED PRIVATE, '. R -1 PROPOSED STAIRWAY m CONNECTION TO W /HANDRAILS (TYP.) CARMIKE CINEMAS Cr N I 15' SIDE SETBACK MODIFIED CONC. HEADWALL SEE GRADING SHEETS FOR DETAILS " PROPOSED H VAC 10' PARKING SETBACK PROPOSED RETAINING WALLS UNITS (TYP.) W W /HANDRAIL — SEE GRADING Z SHEET FOR HEIGHT DIMENSIONS,:.. -v m PROPOSED RUSTIC PROPOSED RETAINING WALL GR -2A GUARDRAIL (TYP.), W /HANDRAIL SEE GRADING PROPOSED 8 PROPOSED RUSTIC" SHEET FOR HEIGHT DIMENSIONS CV ASPHALT TRAILWAY . GR -2A GUARDRAIL (TYP.) PROPOSED 6 / W N PROPOSED STAIRW Y ' I o - GRAVEL PATHWAY . �- W HANDRAILS TYP. o BUILDING 6 PROPOSED 6' CONCRETE / (TYP.), PROPOSED STAIRWAY " (TYPE 1) PHASE 6 SIDEWALK (TYP.) W W /HANDRAILS (TYP.) / 12,035 GSF ... .. FFE:472.60 ® HT. BLDG. 6 9' W BSMT:461.60 PROPOSED PROPOSED 6''..,� CG -6 (TYP.) SE ASR R D 43 ,..� �► 1 PROPOSED STAIRWAY - DST. PROVI 44' GRAVEL PATHWAY / o, W /HANDRAILS (TYP.) ° ® C/� Z 2 DUMPSTER WITH R 12 "X22' DUMPSTER PAD ✓' VAR. WIDTH D . E. AND WOODEN ENCLOSURE PROPOSED RETAINING WALL f ''� SIGHT DISTANCE AISL:: / vv/HANDRAIL— SEE GRADING EASEMENT (TYP.) SHEET FOR HEIGHT DIMENSIONS ° " -' PHASE 7 PROPOSED LIGHT (TYP.) / W �.. STOP SIGN R 0:2 , 1 �,:.: ° C � • -1 �` ~ BUILDING 5 70. 16 STREET / (TYPE SIGN U (T 3) SIG 15,254 GSF - 1 .. aioo3 Pc . SI .11 DUMPSTER WITH FFE: 470.30 R 12'X22' DUMPSTER PAD BSMT: 459.30 \ R .1 �2 PROPOSED HANDRAILS (2) AND WOODEN ENCLOSURE ; ,., a �' � p 2 w LL / ... ' / � : ...I�;1. 44726 TC.. ........... ., ...... '. .:..:.�,. -� .. .... .. ,, 472 0 EP '' 1 / MOUNTABLE 1 47 7 � GE � DEDICATED TURN— CURB. (P) 6 CONC. � 41345 iGPR� AROUND SPACE / SIDEWALK tip 3� q 44:6 T FFE' PROPOSED RETAINING WALL ... . �-+ o 4N.80 E 2 \ ; ♦ W /HANDRAIL — SEE GRADING Q ;, • '' t . . ... . . . . P ' /IY AIR� \^ 7i 7.39 . . . ♦ -SHEET `FOR HEIGHT DIMENSIONS W H ANDRAIL( ) ° J cW . . . . . . . . . .. . . . . . _z LL \ 9 b •� 479. C U 4 ?�. 479.7 ',,.!'•.' .... ...a,,.,. .. .. f.. ... .. .. \... \ 772 EP 484. ^.;,'.< .,; ...,.;....... .. .. ... .... ...... .. .. .. 2 24 DR AISLE C 8. PROPOSED 8 / ASPHALT TRAILWAY � r W/ 1 GRAVEL BORDER 5 > STE 00 4 83.68 El PROPOSED R ET AINING ; v c WALL . ";.;:- _ LL I o: ¢8,.�,X TG Q, PROPOSED RETAINING WA / \�- — 48,.7 EP W /HANDRAIL SEE GRADING ° i W HANDRAIL— SEE GRADING Tc SHEET FOR HEIGHT DIMENSIONS / � �' �:� ,''" PROPOSED STAIRWAY 6 4 EP - 23: T DIMENSIONS .... ) / W SHEET FOR HEIGH D : � r; ' +; ; '� � " "`' , •: .. 483.2 / �... 24 : W /HANDRAIL (TYP.) 3 82.78. PROPOSED BUMPER- (TYP.,) \ , �� BLOCKS � o a / ' ,.,. • (P) 6' CONC. ' • SIDEWALK � • `�' \ / \ (^ ° ; DUMPSTER WITH ° r EP 12'X22' DUMPSTER PAD Z . •� PROPOSED STAIRWAY , 5 12 � ENCLOSURE � � y ° ;.;.. " �� ..'. W /HANDRAIL (TYP.) 0 EN URE\ w C5 r .. / AND WO Z r ' PROPOSED STAIRWAY BUILDING 4 / DEN ° W /HANDRAIL (TYP.) (TYPE 2) w V ' 12,692 GSF PROPOSED STAIRWAY. L (TYP.). BUILDING 3 1 / / J Z c W /HANDRAI ° FFE: 484.33 0 U PHASE 4 12T0) 35 GSF BSMT: 473.33 / PROPOSED HANDRAILS (2) o � , FFE::478.95 STAIRWAY io PROPO ED ASPHALT. . PARKING AREA AND, BSM1T: 467.95 , W /HANDRAIL (TYP.) / PROPOSED RETAINING WALL az MATCHLINE -SEE SHEET S -z� DRIVE AISLE (TYP.) DR BY. - - °z PROPOSED RETAINING WALL — DRAWN U SHEET DORI HEIGHT AKMK X _ W /HANDRAIL —SEE GRADING .. ° y CHECKED BY OF SHEET FOR HEIGHT DIMENSIONS SRC � / /' pRnancPn c-reiRwe�rc �. __ � � :..- -'�;-- — `Lo o �a 0 n i / i PROPOSED CLASS II RIPRAP OUTEALL Wf WOOD, R Sc PATRIC E �GEO— TEXTILE UNDERLAYMENT3 /.. (j.� i..,i / '... I I . ,.. ^ . . H. l \ 480 /� / l // / l I ®� POR / CO \ 82" I / SC T R. COLLINSZ No. 3/5791 6hI�% �4 �`�SjONAL E,��Z Z O a a �m V� oQ �� >N o z �� W ail W .� CD a LU a� m m � N N d" Z ui O � Q N z UJ w 37 C/r] LU z UJ w 0 W U H UlU) z �4 MOO H w 94 tl. 9, p N a Zz� a c o O o Jw �N w w C Z J w oW N W Z O Z c Z oW • t cn w o aJ 0 -6 7� �0' O O Q.. 00 z U N � W � 3 a x� x oCo� E� <C o Z .c W� a " Z G Z W U b �y U W o -P, n W c 0 a N o a� DRAWN BY: A KMKU O N U CHECKED BY: y - �n. 9qT 4 �� q.: /°� ''� // V� 73 43471.18 \ \ 473. �� \ \ i' �,� �\ 44��e0 � 4�8 47 ____- -- � f � � 47 .7 46 .06 _._._ --- '� � � � � 464.77 \ \ 6 .17 464.52 4� 465. 464.6 1 � � 465. �__� I \ 47 94 \ \ -�-__ ,______ - ---`� � ` � � 466.3 4.94 \ � 71.1$ 8.6� 65. ~�. �` � � SC T R. COLLINS� No. 35791 ,7�• ��o� � �/ %I 1 ��� ��SIONAL E��� � 71, 8 .� � 464. / / \ / \ M `� 4, � \` � 69.7 �. 4 5.1 i a,� / � 4 9 466.83 464. � � 4 .47 x-460.04 /� \ 464.65 / \ 46 .85 M � 464.47 � � 459.77 � ___ ---- __._- -� / /�' / `�� __- � j 9 . --�"�� 459.70 ,� P O WE LL, EUGENE �B E , I G� E_ _ -, ---_._ __ � \ .6 46 .6 / '�... � / �� 6. $ 1 � ,� �� � / ZONE. R -2 RESIDEN�A� -.�,,, - ✓ � � `\ / \ ' � � - 6 ;, / TM P : 0 4 5 C 0 - 01- O B - 0 01 0`� - -� -:_ -_ /1- �,�.:`, `\,� Z z ______ --- ________ "\// �� 4 5.5 �. 4 / 460. / / USE: SINGLE FAMILY j ..� � / Q � � � � / �' �� ! � L 0 T 1��B L K B_.. W 0 0 D B 0 0 K � / /, `��\_ r--- `�.. ---'' ''" ''� -'� ~ � � / \� �., 64. M 460.3 / ��- \ /' % % �----�\J� � �'- � ° NOT - ----__ � �`�� 68.2 � ` �'" `/ \ 1. NY SLOPES GREATER HAN 3:1 ,kLL HAVE LOW MAINTENANCE GROUND COVER. � / � j / �P �' \ ~ ° � THE EXISTING STORMW TER MANA EMENT BASIN ON THE COMMERCIAL PORTItON OF THE PROPERTY HAS BEEN �-�. � \ � / 2 � / i � � z ADJUSTED TO PROVID ADEQUATE STORAGE WITH PROPOSED ARDEN PLACE GRADING MODIFIC TIONS. SEE SWM �� SHEETS. �� \ 4 4• � � � r' NAD 83 BAN HMARK � � � � �., -'�„ . � - -"== '�� -- "- -..� -- ��\ �� � \ MH TOP= \ . 39 /�'� P� \� � - �- � � ...-- __ �� \ .--, � � ' .. � / � /�� COUNT (_ OF ALB_EMARLE \ \O \ 457 6 - �� � j � R " =2 RESIDENTIAL -_ �`.Xfs / � � � �� -'' Z4 N E- � - - _ � � Sq ,-\ . " p� � - - J TM P : 0 4 5 C� - C3�� --0-0 - 0 06'0 -0 � \ 4 .36 `� 7. / 1 \ -�-�\ qRY ,% /. ' \ .. -- - - -_ - I�-SE: -- VACANT RESIDENTIA�� \. \ � � � -- -- � � �/ / ,� f \ ,, � �\ ti-� .. �`'���� --- /� .. �... -- � D. B_20�4; PG.� 179 `- - � `v �` v '�--- 430- -/ y , S L E G A E N S PING C E N TE L � �� � �`� ,A I � S � � ,� � ... �- �� -. �; �' .�,�%'�� � � . � . � � . � . � . -' - _ _ ---� � � � ��� , '� `v�vv °�.. � � �. y � ��, �� \� � / PROPOSED VDOT STIR. EC -1 � ___ �- _ ` 1(J A I K E C I M � CLASS il, TYPE � RIPRAP , � � � . % � / . ' . j ..... �% \` � �.\�.. � r - --- �_ �� �, SHALL BE INSTALLE© WHERE ` ` � �-���� - ati� - .�-- -- - 1- _,` . -�� ;, ... ,/.... �� ��, _ _ - --- -- - �`� ��. � \ \ �- \`� . B . 6 3 Ff�G . 2 452 \ � .� - . � PREVIOUS RIPRAP Hu4S BEEN � = - . �\ - _--� _ _ - -- -- _--� � � �\\ \ \ � 45 5 453.66 � WASHED AWAY OR (COVERED \ , ��, � � - _\ . � . � ./' .- \ --__. � - , \ ��.. `�� �� / / `� WITH SILT. (21'LxilB'Wx2'D) `'1 ` ...� � /. � , � � �� .= .... ,% ``. ?..- �. _�--- - -____� _` _ ~- � `�` ``� � \ \, �, I / \ , ' / �'.... PROPOSED CLASS II RIPRAP CHANNEL �... � ...... �� , _ � �� '� \� \ \. � W =5 L -100 , D -2 W GEO- TEXTILE, .. ,i ... � -` "` � \ ( - � / \ - � _ - � - 3.26 / EX 448. TC , '� --_��_ �_ ,- _-�-, `. .�, � --,\ fi� ~� \\\' � ° � / � UNDERLAYMENT � ....... � � _ ��_ ��\ \``\ o ,�o� �i� rte' --��- �,� � \ / \ . /..�.. ;,�% . �'..�gT.1 TER . �... J._..��- . l ........... - ��. \ � ,l . 0 ..' ....' �....... ,�. �.- ............ ....... � -� � 450.30 TC � ( ,,,!. .. E � . �.. ./,/' . �. /' . ./� .. �, . _.. _ \� � �. � �.- \ \ � .% . � r � 450.84 C � � �. �. . . . ��� . `�� �. \ � � � oeo / � � � PROPOSED VDOT STANDARD EW--1 �� • � '--� -�, � \ \ \ ��� � 4 38 \ T i / VDOT STANDARD CLASS 11 EC -1 TYPE A RIPRAP ��,• � ____ __ ______ _� _.,�\,� .-� � � \' X 450.41 TC sc / '\/ ., . /. ,. `�, i 0 ---- � .�- -'�`�� / / 1, \ 450. / fr ... . %.... i. ,.� -.... �' ...... \.. �= � N �... / l -'' � i PROPOSED VDOT STD. EC -1, � � �\ � � CLASS II, TYPE B RIPRAP � � _�- 455. �� .- � ,,l 61'.00 BW. . . .r;,•. ;� .' . �� � � "� /" �'-- _._ SHALL BE INSTALLED WHERE � � f � �... . 464.33�TW .'.. .• . ..... . . . .....�.. .. . /�� �_ - - -- - - -_ dM" .. •. . _ __ PREVIOUS RIPRAP HAS BEEN � �� 44 4 -- - - --�" ;' � '- =. '- 1. oo. BW / / - _ WASHED AWAY OR COVERED _ % °� 4 �,�4466.33 TW •� _ '~�- �� � �/ ' WITH SILT. (21'Lx18'Wx2'D) - ! !~ �� r /- / �--- `��� ,- i 468'.33' Tw -�`, / �� / /� -" _ _ -- j � ' � 4 � - 4S •T� -�' 4 L .0. �. � /� __ _ - -- � CSI _ _� ' / ',� ,'� f, '- ,%- -�_ ___ _--' v� MODIFIED �o ®NCRETE HEADWALL '�"'"• . \ � I �t � ! � � , f"' ^!�f �1.� 2�sTEP �' � : 4 0.33. T�fd . . �_. �-� ice./ / j / \ \� ! / _--- SEE DETAIL SHEETS 7� / �'��' � �-- PROPOSED SEGMENTED RETAINING WALL _ -__ /'"'''� � \• � "'/ °`� -:-°. ' a EP �- f � � � o W/ HANDRAIL MAX HT. =12 ____ ---- N /// � / `-_� _�' ---'� I . 0 1 O 472.33 Tvd� -r- � / _ `-`��0 % /� / � ____/ / / 461.75 460 $ i. -�''` ��,,�,�II _ '" �� 4'73.00 TW' ; - /'` ~ ` i �/ �_ / ° / / / �i / /� `�.,_ 461.65 ,i ---- �' w \ l`� -" ', / '' / �--�' 72,0 ,TW ,% � /' ._ - - -- --_ �--- -- ..'. ✓. ll \ _` � / \ %,� /'�/ %/ / / � �' ,-; 0.. 9.9 P � / 461.75 % .�-- -� \ / �� / // / / / /// / � ,. i "� � 456.9 � � 4671 TW � / I- I-�LL : 4 � 2!8 5 = 472.8, -'.' �' � _ -_ w \ / / \ % / 1 / / � \��� /. _ -_-'.- ,�- - .._��j0� / 57 461 BW p�PO�p �,,, � / � -�, f�_ `'�f /// / / / ,_i',',/ . .:; �: � :�- -'' TEPS 459 B ,pc � `,SEGMENTED /6 � �`� ---"- �� ''l- \-.. E'-+ �� \ / � �/ / � .,r.,, // �:��,. �- s afl � ; � % RET,A'fNING � / �SM j, 4 � cJ /- 5' � -�--�• / / / �-, �, �~ ��/ / / � � / � '/ � .. %,"... , ' ".�-' 4�8 ...-�- ° .40 / D� W LL W H'ANDRAI � �` / O /// / � � / /�/�� \ � � / / / � ... � �- ,� ' �" �-=' �✓ " ��-"' � pOd ' . � 470 TW X H = 9' 4 . $5 / ° / / '� Rt ??' % / /� / . i � / � � ,� �'' � ° 6 �" PROPOSED SEGMENTED RETAINING % �o � 4 Bw � 2 �%'�: ° 471 E <b / �i PROPOSED SEGMENTED RETAINING i � � ® - . � - � � /WALL W /HANDRAIL MAX HT. =9 / � � p� / \� w 473.5TC \ WALL W /HANDRAIL :'� -�-_� --�"' �,�-� ' ' �5 ..�- : � ____ � � �.. / � � ,' �� - C . • . ,. � �- � -� ( 459 BW � ' / ... a . , ,-- •' MAX HT. -12 • ' � :. --''" � :. EP U / °. /! � -� �. ``� ' �.o, 471 s �/ 4..3: Tom' <� °O �''S � C � \ // /// / / // /� / . 4.59.2 B� I � I I �I � � ,r'� f 4 9. fP 70 P ';' 72.9 T ` ' 472. " `EP. . � `."_' \ � \/ J / , STEP. � °. % -- -' ,� 3 C 72.4 P t 473.60'. C 4�C / / -' / / �i / � / // ` � � , ..,>,,.` � ;: � �y.� -- '- T � � �- ----_ �y'' \�� 7 .25 P� . � 473.1.0 , �7�iE'F � \ L ' , ^ / / �� / % � ,..' -'' I` F � : � l-J -� -c.) �- � _ -_ /. 4 3.40 EP 473.0 T � w � �L \ / � // /�/�; ry ,. --'`" /� _=_ 40.50- -_._., � 47...03 471.61 FL / 4T3,7Q � O 472.67 EP � � _ � � � - .... �... �-- , � �... 73,70 � � _ i / ,-- -.. '. , = ' � J, -,�-� ' � 2 . '.. ��s.rG PROPOSED SEGMENTED z �; \ o PROPOSED CLASS II RIPRAP ' / � �>' / '/ . .. '..' ,. , �� i �--- -- � �_ _____. _ ° ©�.1 �.: y �- 4� . 1i T 7 30 E�,..�; -'"� j 474.0 E� RETAINING WALL Z �..�� �--� . - J I �' q � � r/ -.� 470.28 ,�:�• 1..10" TG- 72 E 473!70 1\ l W /HANDRAIL � w \ OUTFACE L =12', W =10', D -2' � � � � � ( _ ) �\ / $ : w-' ���0 /. ,/� __.. -. _- aao.5o ` .;a, .. "' 4 .ose�. !- ........... �4.�a � ' � G # ` � � - ' Q / � z ��� �- _- -- � ,= �� 5 � MAX HT. -9 O �, \ W/ GEO- TEXTILE UNDERLAYMENT � � .'.. .. ....... � o. ' r C ! \ � i / � / , �� boo G 0 . . . ... � � ; <. 470.1 FL OI-""� 473. $ , 475.5 TW i� -�. � a� :.: 63..41 TG � �.�-' / % � .' ., o � ° _--_ __ � � ^ . ,� ` � 4q .13 T 42 .474.0 BW � �- �8� YARD DRAINS CTYP.) w / / J / / / O ` ..... x'466 458 BW ,. ...:; - %�' y ���t � 4 2.67 TW ��.� \ �1 � _` z \ !f � / ��' � 62..9 F � / � � ' ' .' o / _ _____ ---- I 1 / / �..- -= 470.. $ TC J � i'� w �� . �(p p .. �, - � .% 4 EP - �-' 2 474 BW w \rte o W � / / 1 FL .z-.;, --- 473.26 4 Fi w � v i� / � f � . . � � 4 EP,. � \ ��1 o z / / / w / / / , :.,,,;::' � •�� .:.; i,/ /`r 4 C 484.00 BW � `v z / � � .. 4�5, TC `� ,,, ... a . , _.. ti .. .... .. .. e • �' '`` ' b .... �-�, . ,--- ". --- � . � � ......' ' � .. 4 .47' 47g 06 3:2 483.00 TW W .s C' J / ° // / / / � � .� 46 E �- '.�. �.. 474.0 8W � o / / � ,/ ,' .'. .. �..... ,,.' '. � "' �,. s %�� s. �... .. 488 TW O � °_'.� ... � � / :. ,::: -..; .- ..... n e . " _ �- . fl4�e. Tc.' ... r. 487 e W 00 � � .,..:> . .,..,:- :r:. 4 '7..53. i ,:_.,........ �..... r%'�/ .. "'--,_ '.�� a /'�O %....' '.' 83.95 EP.. .'.�..... � ' v' J / / / / / / ... �. ' ,; :: ,... \ . ,,�a78aso3�P . - . ... .. .. , : 1. ,' PROPOSED SEGMENTED RETAINING WALL / f // / / � � f .. ... /... ! .'... 4 /'". �% �...... �- ''�... .. 47 .. .ER ,p T 9. Te 3 �` / � .. ;: ::, . \.... -68.� � .--- -- -�. ' O 7'4 0. .. �'..... � W /HANDRAIL MAX HT.- 9 � � .� f / / / �.. /.. / O 4a1.1 2 :.. /.. l' .o / ' i, , ... .. Y ? d7 .15 EP.... 481.5 �2 .S . . / / \ia.* / /� j y �� ;: ;�. .:' ,• .:.... d �..-- 4&5:OD TWd F as3.68 EP / / /f/ � .. 6. 0 EP 0 �b. 4 00 BWV / . / / .� ` :. .. .. <p . 4$31.00 TW �t 0.63 1.7 TG \ .. � /� � � TEP -475.67 4s1.4o eP � / � ° PROPOSED SEGMENTED RETAINING " ' a@ . ... . .` �,.:. �' ,,.. .: • . `.. ; :: 4751.00 BW `. �b.30.E � � \� c a� .< _.: >• :� .07 _ ; . , 75.8 _--- -""`-` Tc .. i. ,, IL .. . � . ,:. .:.,. 4 6. ~. WALL W /HANDRA �- 6 � / ;,_..r....... �..,.9 �e,.. ;.,; ./ ... 483. C E � .., ,; :. �. �. ., •. . ,.. -� ° - / - 05 MAX HT. 12 ,,-. . . . . � . . /. . . . ^; ; , � . ,.;.:' • -., ; . ,.,.. 98. T.'.'. •o r 468 57 E .: .. /,/ /. :;x.. � 46.6. 481 33 EP E � +. 482, 8 ... j, /. 466.7 T '/_ J � �. \ v � /� /r / n / % / /�� ! / / % � .. /%'' 466 4 6.4 , E 467. 4 TC t i�4: 9.0 _- --"`"' a .aai(c . / � � x / j � / %/ / / � X467. .1. � j(, o...�. 48 5 £P _o � w / / / / ,� �/ • .. � �' . ' --. � 4.8% 4.66; 8TC 48 fio 7G . �--- ''�. w ,: • 467.93 D I N �---'" '. � z y ..:.. , � 483 EP � / � ❑C1❑ ❑ � 468 88 � ,. B U I � 4 �� a X83.13 EP . / / / / `� / � .. � // .. 4642 ._ /% {� ° / / � / / � /% ''`�, � 479 TW �\ / .467.95 47 .5 \ � 5 %f I -.. � / � � �\ � � � � // / � � � � 467 BW [' [' . Q 0. _.. .�' Q W � c ° � � �� %� � / / /� / f"'" . ' . 6 _ _....._ _____ _--. ____ B�,J I � C� I N G �/ / 468 T 475.50 I � I` . 4 8 6 ° C� O 84.0 TW � nom. � o o• /- / / / / . / � / � \_ = 465 ° 4$ 6-11 rG ' . � a � / / �� / � � � /\ � // � / - ....'. -'' ' ,/ ' �� . �, ,-• - - --- 468 -�_ __' -,-_._ �� T\YP E � , 470 TW ❑ 10 �: ` 475.80 B S M T. 4 � 5 ° 8 C�'' 86 � / � Y / �.- 485.6 . EP i � / / � „ %...... .// ---� '� ,� 465 w - - � 5�' ..' / � DRAWN B y - // / / / .: 474.67 � � / Tom_ _ � , 472 TW , / � ..'.'.'...'.•. '..'..... /� �.... , ... Bw 477 _______ --- � 4655 Bw �'! \..... CHECKED BY: J � /// // / / � ,�:; ::::: / .. \;. ;' . 47$.93 �S NrT: 46 7 ., 9 5 / / ❑ � / 1;��• � �; ,�� � ��' sRC � o I -SEE SHEET S -6 � � � ' ' % �`� '� �` \ � • ...' ' � PROPOSED SEGMENTED RETAINING - o ° I l / �i i � l � , r� l i � MATCHL PVE ... �.�"in��i:�,1 �... � . ...... �:., . 7 _ �'... -..', � s i a a� � `::' /': '. � /�\ S � .'/ .. ' 77 � /"/ WALL W / HANDRAIL MAX HT ° =10 C R HIC SCALE DATE: � •�