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HomeMy WebLinkAboutSDP202100003 Plan - Revision 2022-04-02GENERAL NOTES AVON COURT INDUSTRIAL BUILDING INITIAL SITE PLAN (SDP2O21-00003) OWNER: AVON COURT HOLDINGS LLC PO BOX 1467 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT 455 2nd STREET, SE, SUITE 200 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 (434)293-3719 TAX MAP NO.: 07700-00-00-008BO DB.3211, PG.589 TOTAL PROJECT AREA: 6.78 ACRES ZONING: LIGHT INDUSTRY (LI). THE PROPERTY IS ALSO SUBJECT TO THE AIRPORT IMPACT AREA (AIA) ENTRANCE CORRIDOR OVERLAY (EC), MANAGED AND PRESERVED SLOPES OVERLAY, AND FLOODPLAIN HAZARD OVERLAY DISTRICT AS DESCRIBED IN SECTION 30 OF THE ZONING ORDINANCE. TOPO & SURVEY: SURVEY AND TOPOGRAPHY PROVIDED BY JENNINGS-STEVENSON, P.C. IN JANUARY 2007 AND UPDATED IN JULY, 2008. TOPOGRAPHY IS FIELD SURVEY OF THE PROPERTY AND TOPO HAS BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER, 2020. SEE SHEET 2 FOR LOCATION OF BENCHMARKS ON THE SITE. DATUM: NAD83, NAVD 88 EXISTING CONDITIONS/VEGETATION: SEE SHEET 2 FOR EXISTING CONDITIONS OF THE SITE. PORTIONS OF THE SITE AR WOODED, WHILE OTHER PORTIONS HAVE BEEN CLEARED FOR THE PREVIOUS USE OF THE SITI PROPOSED: PER LOD2020-00014, THE PRIMARY USE OF THE SITE WILL BE 79,000 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION/RECYCLING. IN ADDITION, THE PROPOSED USE INCLUDES 4,662 SF OF SUBORDINATE RETAIL SPACE ASSOCIATED WITH THE PRIMARY USE AND THAT WILL BE OPEN TO THE PUBLIC. FLOOR AREA TO LOT COVERAGE RATIO: 79,000 SF / 6.78 ACRES = 0.27 MAXIMUM EMPLOYEES: 100 EMPLOYEES DURING THE LARGEST SHIFT ON THE SITE. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED IN ZONES'AE' &'X' AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO288D, EFFECTIVE DATE: MAY 16, 2016. STREAM BUFFERS: STREAM BUFFERS EXIST ON THE PROPERTY, AS SHOWN ON SHEET 2. STREAM BUFFERS SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. STEEP SLOPES: MANAGED SLOPES AND PRESERVED SLOPES EXIST ON THE SITE, AS SHOWN ON SHEET 2. THE PRESERVED SLOPES SHALL REMAIN UNDISTURBED, AND THE MANAGED SLOPES WILL BE DEVELOPED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. ADJACENT PROPERTIES: SEE SHEET 2 FOR THE ADJACENT PROPERTIES TO THE SITE. WATER SUPPLY PROTECTION AREA: N/A WATERSHED / WATER RESOURCE AREA: THE SITE LIES WITHIN THE MOORES CREEK WATERSHED AND DOWNSTREAM OI THE SOUTHFORK RIVANNA RIVER SUPPLY WATERSHED. WETLANDS: THERE ARE NO WETLANDS PRESENT ON THE SITE PER FIELD DETERMINATION. ALLOWABLE DENSITY: N/A PROPOSED DENSITY: N/A GREENWAY/RW DEDICATION: 0.5 ACRES DEDICATED TO PUBLIC USE FOR AVON COURT EXTENSION RIGHT OF WAY. BUILDING HEIGHTS: PROPOSED (1) STORY BUILDING. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET. NOTE: HEIGHT OF BUILDING OVER 40 FEET OR 3 STORIES SHALL PROVIDE A STEPBACK PER SECTION 4.20. PROPOSED BUILDING HEIGHT: 1 STORY (APPROXIMATELY 30 FEET) SETBACKS: FRONT SETBACK: 10' SETBACK (REDUCED FROM 50' PER BZA APPROVAL OF VA20090004 ON 7-7-09) INTERIOR SETBACKS FROM PARCELS OF THE SAME ZONING: ZERO SETBACK BUILDINGS CAN SHARE A LOT LINE, PROVIDED THE BUILDING MEETS FIRE REGULATIONS SETBACKS FROM ADJACENT PARCELS WITH DIFFERENT ZONINGS: 50' BUILDING SETBACK, 10' PARKING SETBACK 30' UNDISTURBED SETBACK PUBLIC ROAD: EXTENSION OF AVON COURT WITH CURB & GUTTER UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE LIGHTING: SEE LIGHTING PLAN SHEET 6 OF INITIAL SITE PLAN. PROPOSED LIGHTING SHALL COMPLY WITH REQUIREMENTS OF SECTION 32.7.8 & SECTION 4.17 OF THE ZONING ORDINANCE. LANDSCAPING: SEE LANDSCAPING PLAN, SHEET 5 OF THE INITIAL SITE PLAN. THE LANDSCAPING PLAN IS IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 5. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. TRASH RECEPTACLES: TRASH DUMPSTERS ARE PROPOSED ON -SITE FOR TRASH SERVICE FOR THE BUILDING. PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. PARKING REQUIRED: 1 SPACE/EMPLOYEE ON THE LARGEST SHIFT (100 EMPLOYEES) = 100 SPACES 1 SPACE/500 SF OPEN TO PUBLIC (4,662 SF) = 10 SPACES TOTAL PARKING REQUIRED: 110 SPACES REQUIRED PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 126 SPACES (INCLUDING 6 HANDICAP PARKING SPACES) STORMWATER MANAGEMENT: SEE WP02021-00002 AND THE CONCEPTUAL DESIGN PLANS ON SHEET 8 FOR THE PROPOSED STORMWATER MANAGEMENT FOR THIS DEVELOPMENT PLAN. CEMETERIES/ BURIALS: THERE WERE NO CEMETERIES FOUND ON THE SITE DURING THE FIELD INVESTIGATION AND SURVEY/TOPOGRAPHY OF THE PROPERTY. DAM BREAK INUNDATION ZONES: THE PROPERTY IS LOCATED IN BOTH A FEDERAL AND STATE DAM BREAK INUNDATION 7QIUF SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA / CITY OF CHARLOTTESVILLE D.B. 4462 PG. 562 TAX PARCEL 77-7 ZONING U APPROXIMATE LOCATION OF ' C_ \—FEMA FLOOD PLAIN i 80 M GRAPHIC-KAI; 40 80 160 ( IN FEET ) 1 inch = 80 ft. CITY OF CHARLOTTESVILLE D.B. 4462 PG. 562 TAX PARCEL 77-7 ZONING LI TiH OUSE LAND D.B. 5002 PG. 7 TAX PARCEL 77 9 ZONING U CITY OF CHARLOTTESMLLE D.B. 4462 PG. 562 TAX PARCEL 77-7�-_ ZONING: LI �- SS ll, TBACk Q,c - APPROXMATE / LOCATION OF BEACH FEMA FLOOD PINN AREA 320 SHEET LAYOUT SCALE: 1" = 80' RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE SHEET 4 (GRADING AND DRAINAGE PLAN) OF THE INITIAL SITE PLAN. RETAINING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ALBEMARLE COUNTY REQUIREMENTS. RECREATION: N/A LAND AREA: (TMP-6025A) - TOTAL ACREAGE = 6.78 ACRES PROPOSED BUILDING: 79,000 SF - 1.82 AC. (26.74%) PROPOSED PAVED PARKING AND TRAVELWAYS: 85,100 SF - 1.94 AC. (28.8%) SIDEWALKS/SITE CONCRETE: 18,300 SF - 0.42 ACRES (6.2%) AREA OF R/W DEDICATION: 21,600 SF - 0.50 ACRES (7.3%) OPEN AREA / LANDSCAPING AREA 91,480 SF - 2.10 ACRES (31.0%) IMPERVIOUS AREAS: 192,225 SF (4.41 ac.) TOTAL LOCATED WITHIN LIMITS OF DISTURBANCE. PAVED PARKING AND CIRCULATION AREA: 85,100 SF SITE ACCESS: ACCESS TO THE DEVELOPMENT WILL INCLUDE THE EXTENSION OF AVON COURT TO A PROPOSED CUL-DE-SAC ON THE PROPERTY. (2) ACCESS POINTS INTO THE PROPERTY ARE PROPOSED FROM THE EXTENSION OF AVON COURT. BUILDING CODE NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATERLINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. WHERE THE FLOOD LEVEL RIIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURE SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. WILLOUGHBY PROPERTY OWNER'S ASSOCIATION INC. C/O REAL PROPERTY INC TAX PARCEL 76M2-01--D ZONING: PUD 3 i PSALM THIRTY FOUR iI ! PROPERTIES. LLC 1 OF CH4RLO ALBEMARLE VICINITY MAP SCALE: 1" = 1000' LEGEND EXISTING CULVERT CUL VERT Q DROP INLET & STRUCTURE NO. CURB CURB & GUTTER PROPOSED PAVEMENT EC-3A DITCH 6.' DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH TITLE 64 EARTH DITCH DRIVEWAY CULVERT BENCH MARK _ _ _ _ _ CLEARING LIMITS VDOT STANDARD STOP SIGN -zoo EXISTING CONTOUR PROPOSED CONTOUR 20o 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX SHEET INDEX SHEET COVER SHEET 1 EXISTING CONDITIONS 2 SITE & UTILITY PLAN 3 GRADING & DRAINAGE PLAN 4 PRELIMINARY LANDSCAPING PLAN 5 PRELIMINARY LIGHTING PLAN 6 NOTES AND DETAILS 7 PRELIMINARY STORMWATER MANAGEMENT PLAN 8 TOTAL SHEETS 8 PROPOSED TRIP GENERATIONS: (ITE TRIP GENERATION, LOTH EDITION) GENERAL LIGHT INDUSTRIAL (ITE NO. 110) 78,000 SF LIGHT INDUSTRIAL DAILY RATE: 4.96 VPD/KSF = 387 VPD PEAK HR (AM): 55 VPH (48 IN & 7 VPH OUT) PEAK Hill (PM): 49 VPH (6 IN & 43 OUT) NOTES: 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. II:I>IK�P11:7_TNN]:iLl�i.9�[iZN_\I>•1��Y�1 7yiN�_1�D1FY�I:II.YO 7y_INiO11�11Iiy� 7[�li[�1_1�1'��i'L�] 7:<iPF911a ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. F_1��.y[eINhR1_1 �hlYc\97�I��I�L/d891�[e1,Y.9a_ll�:] �KiP69691�IL�`L711:�1:1>•b Pl[N� CONTRACTOR SHALL OBTAIN ENTRANCE PERMITS FROM VDOT PRIOR TO CONSTRUCTION. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNERIZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT ;COTT/R. CID-LLINSZ Lic. No. 0357911n 3/2122 1SIONAL E�0` J w r z 0 U) a m a U Lo ZLozz w g a w F- O z w O M 1n Lu Lu a1 -� M m W� W Ln F-' z Q 0— W r� V 1 I� z I� I� V z �I 1� Lu Lu J Lu �Q/ O I..L Ln C) 0 U z 0\ u' < w O w m x a UI) JOB NO. 202193 SCALE AS SHOWN SHEET NO. 1 rr EXISTING 30' SANITARY / CITY OF CHARLOTTESVILLE SEWER EASEMENT ( O ' J D B 4462 PG 562 SANITARY TAX PARCEL 77-7 SEWER �A+#— \ LEGEND: OSCOTT R. CULLINSZ / TOP-351.84' L) Lic. No. 035791� ZONING: LI INV.=341.29' PRESERVED SLOPES 0 /\�° ss - - - - - - CITY OF CHARLOTTESVILLE 3/2/22 ss "Ai ss - - - - - SANITARY 0�0 D.B. 4462 PG. 562 MANAGED SLOPES ��sslor TAX PARCEL 77 7 � — SS — — INV.=340.93' TOP=351.32' ZONING: LI PRESERVED SLOPES TO BE / — SS — © _ MANAGED SLOPES BASED ON FIELD RUN TOPO ANALYSIS EXISTING TREES EXISTING TREES / m / A MIXTURE OF DECIDUOUS, / � _ - - � - _ t — AND EVERGREEN TREES EXISTING TREES A MIXTURE OF DECIDUOUS -_ \ i \ AND EVERGREEN TREES EXISTING / \ EXISTING 100 _ _ w SAN. SWR 0 5p' V , YEAR FLOODPLAIN 354 APPROXIMATE / ' i ij - --- 02 LOCATION OF MANAGED �' / -u 1 T - - - - -- �- — -- - - - - Z w z w FLOOD PLAIN �'� 35'E o a x / / �' i - — - - - - - \ STEEP SLOPES / 6o N7g'19' r - - r z w r / '� - / i� 82.Op' 0 o OVERHE ( / w .JQ. EDOE- G --- __ �i UTILITI I V) r ca0 -WOODS �— i' ---� I ,. ' / �� �'> �i ---_ - �r LIGHTHOUSE LAND LLC FBI ? m _ _ r , - - _ i 0' WIDE AREA RESERVED - i - D.B. 5002�G. 78 �� (TYP.� \-- \ ' i o FOR FUTURE DEDICATION TAX P �CEL 77-9 w s BEN�F�RK /, �' .� V� _ ' y ' / I 36"" OAK r�o FOR PUBLIC U OR �Qy��NG: LI W / EV. 6y0 -\ �! GRADING P POSES) //" D.B. --- PG.----- / N81'53 35-€ _ - j / o21 113.2 FOR WIDE AR A RESERVED GODS - FOR FUTURE EDICATION V _ � I FOR PUBLIC SE ,EGG VEMENT-- / / n4 - - - - TYP. — 380 \ 21.5' ' EXISTING SANITA Y / 3>g,\ "------- --- --- J / �i - 3 PRESCRIP IVE EASEMENT ELINE ,' / � � � \� ? i // / f �X13TING B�I�RHEAD POW R _ ISTING M _ \ TSEW352M74' � i '/' // / - - � � - � , . - - - LINES TO BE REMOVED AL NG - ` � ISTANC EASEM T / / / f \"_WITH THE EXISTING POWER S -"" \ �, I iZl d ( 3)8. / ---- ---- --- EXISTING GRAD NG AN 0� o MANAGED \ 1 / - J _ - DRAINAGE EA MENT STEEP SLOPES - \ - _ _ - - - - - - - s ' I v � EXISTING GRAVfLJ �� � - � - �,',v B. 3570, P 510 AREA / EXISTING TREES- �.' SIGH DIS ANCE EASEMEN / T0�€ -REMOVED �� �� D.B. ----' ----- \ EXISTING ARIABLE IDTH L9 EXISTING VARIABLE \ \ \ \ -- - \ \/ EXISTING/WELL TO BE \t �� tiF r PAVED OAD �� / 39g - A r S70'24'25"E ABANDONED IN ACCORDANCE WIDTH UTILITY EASEMENT � � �� �3> �- �� � / �' / � OVERHEAD � A �Q i 86.00' D.B. 3575, PG. 28 -- \ \\ - 0 1 / WITH HEALTH DEPARTMENT REGULATIONS UTILITIES 9'< V �� / z EXISTING D CIDUOUS TREES \� ® � � -- - -- - w �\o� m \ \ \ ��`Q \TO BE EMOVED 1 / , -/ ti , 1 SIGHT DISTA E ASEME T / m d1 �PRdXIMATE �\� - - � _ _- ,--- � � � I �� -�-- �7 /v ,, J ��� of D.B. ---- P •��— / N - , , LOCATION OF--_�$"� \^ w / \ i / S53'58 ?5'E FEMA FLOOD PLAIN - S 45.43 / m -\ MA AGE ` (V \ \ l ST EP LOP EN S EXISTING TFL)RARY \I \ GRADIW EASEMENT \ v / D AINAGE EASEMENT \ 1 / D.B. PG._ _ \\\\ • 6� - _ A I I � , I � < ) � STING 8' PRESERVED STEEP SLOPES - \°q \ ' /L EXTENSION L4 SIFIED A E� MANAGED SLOF - SED ON FILD RUN TOPO ELEVATIONS j`t \ \ W ic - rYYvv� \ - \ \ STREAM BUFFER - - - ` EXI��TINS TREES -EXISTING 100 --- �\ �; 3 3 \ l �(T \ �_ - % MIXTURE OF D-ECLDUOUS 0�/ER`\ \ YEAR FLOODPLAIN -- CITY OF CHARLOTTE LE -, - �0' ---__L9 UfIL4TIES N \� i F \ - - - - - _ - \ AND E\VERGREE o TREES - - - - -D.B. 4462 PG. 562 \ \ ----__ \ \ TAX�PARCEL-77=7 \ -_ b r I ZONING: LI \\60 `�__` \ --- ---- _ \ /'/ ' �n SAIW ITYILL �F, A, 66L- S, _ \ /I _� ---- 3 0 VN �AA MOOR, --- - - ------------ - �� —370- /----------__------------\C _- - -'-i-�i 2 N �'�' --� ISTING R LEul C/] I iH OR D NG, DRAINAGE \ f)(I-STING 100 Wq s — — —_� �_- -- _ �� \ \\\ 1 \ III EA ME T\ W --- YEAR FLOODPCAIN-------- -----------_ ----- _-�_----- - Hl _ _ _ - D. 3535, G. 30. W 50 APPROXIMATE LOCATION OF - 18 \BEAC,�350 �� I FEMA FLO 2S„w' AREA \ o II I J W S74'21'35"W PRESERVED MGR\ )" I STEEP SLOPES J S65'05'3p"W 1 O 89.40 \ I 0 � � ING 100' I c� M BUFFE WILLOUGHBY SUBDIVISION I �r WILLOUGHBY PROP RTY � OWNERS ASSOCIATION INC. \ I (I I I C/0 REAL PROPERTY INCI TAX PARCEL 76M2-01KD I ZONING: PUD R4 PHIC SC L 40 0 20 80 160 \ I I ( IN FEET) I \ I 1 nch = 40 ft. qz J ui V / Q z z (I O O Q W J � 1--I W Q J � 0 I..LF--I z O 0 Z D W O U z O\ u' <Lu w a Ln JOB NO. 202193 SCALE 1 "=40' SHEET NO. 2 SITE PLAN NOTES: SS / 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. / 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTERS SHOWN ON THIS PLAN. T 0 CITY OF CHARLOTTESVILLE 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. / WOOO 4. THE PROPOSED BUILDINGS SHALL BE A SLAB ON GRADE FOUNDATION. D.B. 4462 PG. 562 S. A MINIMUM 2o' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE BUILDING. ",--PROPOSED ` TAX PARCEL 77-7 6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. , FIREi EXISTING 100 0SCOTT R. LINSZ ASSEMBLY HYDRANT ZONING: L 7. INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN 6"G.V&6"90°BEND YEAR FLOODPLAIN BAND AND THE OVERALL BUILDING. U Lic. No. 035791,'D S � ` 8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. `0 4, S PROPOSED SEGMENTED 9. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. P 3/2/22 ,cy 0� WALL � / (MAX. (MAX. 8'' HEIGHT) \ PROPOSED / / FACCILITYATER / NOT1. o��sSIONAL 21.5' WIDE AREA RESERVED / Yl FOR FUTURE DEDICATION CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, PROPOSED R/W DEDICATION FOR PUBLIC USE T - / INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND D.B. HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY & R/W EXTENSION TO _ --- ENGINEER OF ANY DISCREPANCIES. PROPERTY LINE FOR / / / 2. CONTRACTOR SHALL CONFIRM ALL UTILITY, DRAINAGE, AND ROAD CONNECTIONS AND SHALL NOTIFY ENGINEER OF ANY S / INTERPARCEL CONNECTION � S 0000 a ��' W I, // TIE-IN ISSUES OR DISCREPANCIES. as / �1#00 I�TIO 4. 3. OOVERH AD WIRINGONE OR OTHPROPOSED ER OBSTRUCTIONS SHALL BE HIGHER V / J 7 THAN 13'-6". \ W � PROPOSED R/W / \ / 7 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE / \ Ig DEDICATION AREA / \ / APPARATUS WEIGHING 85,000 LES. \\ I FOR THE EXTENSION / / / 10' WIDE AREA RESERVED 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE OFAVON COURT / FOR FUTURE DEDICATION AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL z FOR PUBLIC USE (FOR CONTINUE TO SERVICE THE ADJACENT PROPERTIES g \ p P/L / THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE a w I GRADING PURPOSES) I- 13 \ PROJECT TO THE FULLEST EXTENT POSSIBLE. z 3 w / D.B. ----' PG.----- o v \ •. 7. CURB RADII SHOWN, REPRESENTED WITH AN R', DIMENSION f � \ \ ~ PROPOSED SEGMENTED / I I THE FACE OF CURB. a m / \ w RETAINING WALL / I EXISTING 30' 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT w En PROPOSED SEGMENTED \ N \ 4(MAX. W HEIGH) / I p$�` I ( PRESCRIPTIVE EASEMENT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 Z w z w RETAINING WALL WITH \ �( SAFETY RAILING \ \ I FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR o a = W � 'L5 THE WALLS SYSTEM. O z w � GrJ \ 2o'ACSAUTILI 9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 O w ryJ SEE SHEET7 (NOTES & \ \ CG-12 ADA O y y EAS�ME-N I I MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO _j DETAILS) FOR DETAILS N \ �� HAND. RAMP I 3�' < J ty DB. G. ) EXISTING SITE APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL ''AA Lu ¢ I8 )ip PROPOSED \ \ N \ ` (TYP.) \ I I DISTANCE EASE NT PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT V) � r CONIC. SIDEWALK n I, VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR co z co 24' (6' WIDTH) N \ !v \ 2 CG-6 CURB I q �j 3J �j/� DB.___PG.__ DEMOLITION PROJECTS. ~ q 9 10. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED w 7 Jyp PROPOSED 2S, PROPOSED 6" 8 \ \ \ 6' PLANTING \ \ �q \ BY THE OWNER. NO PUBLIC AGENCY, INCLUDING VDOT AND W STRIP HANDICAP D.I. WATERLINE \ w �R \ 2S'R �s OG THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR 11 PARKING SIGN 0, FIR b SIGN a \ FO ��c. � MAINTAINING THE TRAVELWAYS ON THE PROPERTY. c I PROPOSEDI2'x22 11. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL 0 PROPOSED SEGMENTED \ iy \ \ . °;r '9 1 O \ BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR o RETAINING WALL DUMPSTER PAD WITH O) \ \ N \ \ 'cy \ \,A \ THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE 1 (MAX. 8' HEIGHT) ENCLOSURE & 10'X22' \ \ p o \ DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. o CONCRETE APRON 7\ 1 f" SEE DETAIL SHEET 2S� . 00 \ \ w / PROPOSED RAN", \ 815' TO NEAREST INTERSECTION PROPOSED \ \ �\ \ (INTERSECTION OF AVON COURT 3 5' CO C. \ \ \ & AVON STREET EXTENDED) a \ \ w Iz y SIDE ALK \ \� EXISTING GRADIN AND 0 IjO, PROPOSED TRASH \ A SAOPO WDR" PVC \ \ !! \ STRIPEPROPD \ �� \ \ DRAT 3570,AGE EPGE 10T � C U COMPACTORAND N / CONC. PAD 3S PARKIN SPACES \ _ " �\ � Z, 1 N� a \ ° z �\ \ SI HT DISTAN EASEMENT -+ m 0 /2o'ACSAUTILITY F/- ti \ \ \ D a EASEMENT 2S' ° `V� CG-12 AD \ \ \ \ \ R/W DEDICA D TO PUBLI \ DPG (3) PROPOSED RI \ \ \ H LOADING SPACES PROPOSED 8"x6" TEE, �Q 3,R� W HAND AMP\\ / `� USE, DB.___ ,PG.___� \ PROPOSED 8" PVC WITH CONC. PAD 6" G.V., FIRE HYDRANT cp I (TY Q\ \ef 'I \ SAN.SEWERLATERAL 60' (11'x6o') &8"x6"REDUCER ~ O \ �� \ LIGHTHOUS AND LLC o 1 .9 25?, s' \ b tiIz � \ \ TAD.B PARCEL 7 78 Q s , PROPOSEDFDC - PROPOSED s t/[ 1 w ZONING: LI ^ PROPOSED 79,00o SF CONNECTION TO o STOP SIGN \ \ \ \ \ LL9.L N m ` \ R MANUFACTURING BLDG Nv \ CG-2CURBW� \\' \ \ R I ` ` \ R R BUILDING WITH 4,466 SF PROPOSED6" / GRASS OVERHANG\ \ , \ w D.I. FIRE LINE TO 1 \ \ 01 4J OPEN TO THE PUBLIC s \ R rrJ BLDG Wl8"x6' �ROPOSED� �' PROPOSED 8"x6"TEE D.I.WATERLIN\ _ TEE & 6" G.V. � � / \ \ M EXISTING VARIABLE R R PROPOSED 3" WATER �8� �q / &6"G.V. \ \ \�� �� S ois WIDTH UTILITY EASEMENT METER WITH 4" D.I. PROPOSED 6'R RAINAGE EASEMENT /� �e\ D.B. 3575, PG. 28 \ WATERLINE, 8'x4'.' CONC. SIDEWALK �b -- \ �� \ (V J \ R TEE, & y' G.V. (6' WIDTH) M / \ \ w ~ \ \ a \ \ \ \ PROPOSED 21 \ �1p R� V3F T < l 329 CONC. SIDEWALK \ 9' �FT8 \ \ \ \ (6' WIDTH) CG-12 ADA q CG- C RB W/ 2' CD \ \ PROPOSED PROPOSED HEAVY HAND. RAMP \ o _ p , ",r / I6 GRASS OVER FANG W � � � � n DUTYASPHALT PROPOSED R � BOLLARDS / 9' \ 6" 45 G.V. c � CONTRACTOR TO REPAIR ROA WAY P/L \ \ R (TYP.) TRAVELWAY HANDICAP ADA RAISED \ FOR WATERLINE CONNECTION AND R PARKING SIGN. �ROSSWALK © e �p CONC. SIDEWALK D 1 EXTENSION OF AVON COURT. SEE \ O) (TYPICAL) M PROPOSED 8" '� � (6' WIDTH) O A \ \ \ DETAIL SHEET7. / ` \� / O� / 9R D.I. WATERLINE r a z \\ `CG-z CURB CG-12 ADA - m 1 �a 6"45°GA. \ 1 R HAND. RAMP / / I6 J CO \ / 0 CG-6 CURB W/ 2' (A W J GRASS OVERHANG \ m L9 EXISTING 100 \ \ \ OR I. J 3 \ \ 2o' ACSA UTILITY - \ a D \\ \ \ YEAR FLOODPLAIN ` R / [s - - R EASEMENT EXISTING TEMPORARY Y H CG-z CURB �5 -- = GRADING EASEMENT 1 A \ \ CITY OF CHARLOTTESVILLE R DB.PG. DB.___,PG.____ m 1 \ D.B. 4462 PG. 562 m x J TAX PARCEL 77-7 - U Q 06 m 1 \\3 ST ZONING: LI �/ GRASS OVERHANG W � AqT� � ` GRASS OVERHANG RO � _ _ _ _ LL � Yr REMOVE OSF �C, / �TF / 0 m ISTING 8" PLUG O ATI 1XO / / } &TIE TOEX.8" 9Q�F X V / Q S J WATER C� �� �ul �p�� / EXISTING 100' j/� / STREAM BUFFER w Q m 1 // \ / / ` EXISTING 100 5� gUILDI z /\ \ R / / �► ` YEAR FLOODPLAIN SETggC NG UTILITY NOTES: i. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. 2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. S A N I TA Y 3. A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. , ` J i �{ypr' PSALM THIRTY FOU34 R SEWE'f IVIH I 4. AMINIMUM OF I.5'OF VERTICAL SEPARATION IS REQUIRED BETWEEN RWSA SEWER LINE AND ANY OTHER UTILITIES. / ,.,/ , 5. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR PUBLIC USE. , 34 D / PROPERTIES, LLC T=352.74 1' 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO i O / D.B. 5421 PG. 726 \ CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED ACCESSES. CONTRACTOR TO TAX PARCEL 77-8C S \� I NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THATTHE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED BEACH 00 U ZONING: LI \ ACCORDINGLY. 1 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG ATTHE LOCATION OFTHE EXISTING UTILITIES TO CONFIRM DEPTHS _--- AREA % ('V �UINc \ �� > I` ANDTO ENSURETHE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BEACHIEVED. I MOORE'SCREEK ;; z 8. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACTTHE FIRE _ P PO D 8" P MARSHALL's OFFICE TO DETERMINE THE LOCATION. 1 _ O r SA . SE 9. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. _ _ r \ ` EXISTING VARIAB PROPOSED8" PVC �' I 1o.ALLCORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BEAPPROVED BYRWSA IN L--------- \ WIDTH GRADING, RAI GE & UTILITY SAN.SEWER & Z WRITING PRIOR TO CONSTRUCTION. / I kSEMENT MANHOLE. TIE -INTO D ii. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSA ENGINEERING A MINIMUM D.B. 3535, PG. 5 0 EXISTING SAN. OF3BUSINESSDAYSINADVANCETOSCHEDULEACOREOFAMANHOLE. MANHOLE \ 12.BYPASS PUMPING MAY BE REQUIRED ATTHE SOLE DISCRETION OF RWSA STAFF. / WILLOUGHBY PROPERTY w a Lu / m \ 23. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAYBE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH / OWNER'S ASSOCIATION INC. EXISTING VARIABLE -...., TRANSITION OF FLOW. JOB NO. WIDTH UTILITY EASEMENT C/O REAL PROPERTY INC ...� 14.EXISTINGMANHOLESSHALLBEBACKFILLEDTOORIGINALGRADETOTHESATISFACTIONOFRWSA. i 202193 ` ) D.B. 3575, PG. 28 1 �_ }- 25.ALLWATER LINES, SEWER LINES,AND FIRE LINES FROMTHE MAINTOTHE STRUCTURE MUSTHAVEAVISUAL INSPECTION / TAX PARCEL 76M2-01--D j I PERFORMED BYTHE BUILDING DEPARTMENT. __ ZONI ul 1 16. ALL ROOF DRAINS SHALL DISCHARGE INA MANNER NOT TO CAUSE A PUBLILC NUISANCE AND NOT OVER SIDEWALKS. GRAPHIC SCALE SCALE 17. SEWER CONNECTION: ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER - m BOOT. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY 30 o is ao so izo 1 �'=30' 1 \ r I RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO MANHOLES. / ( I BYPASS PUMPING MAY BE REQUIRED ATTHE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR SHEET NO. INTERIOR MAYBE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING MANHOLES SHALL BEBACKFILLEDTOORIGINAL GRADE TOTHE SATISFACTION OFRWSA. CONTACT RWSA ENGINEERING ( IN F ET) C_3 MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. 1 inch = 30 ft. I i / '� \ \ CITY OF CHARLOTTESVILLE OSED' �GMENI ' -� _ PROPOSED D.B. 4462 PG. 562 EXISTING 100 / AfMNG WAL - DRY DETENTION TAX PARCEL 77-7 jFA X 8' HEIGHT) _ �` BASIN 'A' ZONING: a YEAR FLOODPLAIN - - —354 - 21.5' WIDE EA RESERVED �j' / F_FUT f2� DEDICAZIO�— �' 'ROP S D wmtcICATION P LIC USE— / NSIOf1T0�� ---- - / / S TERPARCEL,12NNECTIOjV' p 9 PROP-O�SED SEG ED _ - - — - .000 �TAINING WAL� / / / / /� / / - PRO SED SEGMENTED / L / AX. 8' Ell Fi 7- W - v RETAINING WALL (MAX. 6' HEIGHT) 0' WIDE AREA ESERVED D / w� d FOR FUTURE D DICATION / MANAGED I �,� �' / - - - - L DRAINAGE E / (�'', S SLOPES / / �� I / FOR PUBLIC E (FOR - -_ - �-GRADING -- / I D B DING P PG SES)-- - P OSED PUBLIG / R WIDJ}{/ / / / ' PR DRAINAGE R SMTT, 20'DE SWM AGCESs & / 3 MAINTENANCE T., TYPICAL PROPOSED PRIV /20' WOE DRAINAGE j 'f., TYPICAL / �� / / A\ ��i' U / LIGHTHOUSE LAND LLC D.B. 5002 PG. 78 -IA- - \ /' /' g� I TAX PARCEL 77-9 / , ' / µ \ ZONING: LI PROPOSED PUBLIC DRAINAGE EASEMENT COINCIDES WITH PROPOSED PUBLIC VAR. WIDTH SWM & ACCESS & MAINTENANCE ESMT. �R/W DEDICATED TO PUBLIC Qn PROPQSD PUBLIC VAR. WIDTH WM & \ \ SE, DB.____,PG.____ 1 / F/CF\ / ACCESS & MAINTENANCE, ESMT.,-TYPICAL ,38o / / v V / 6;1 v �� / ' PROPOSED _PUBLIC 20' WIDE Lic. No. 035791 3/2/22 J Lu z 0 U) m a ,w Vl w Ln F- Z V Ln w Z g .Z. w a O Z � LL O � J W Q r L r / Z m ��'... Lu ofIce R DRAIN —AGE ESMT., TYPICAL PROPOSED - vv Co /v UNDERGROUND - / DETENTION` _ / / ' PROPOSED PRIVAfE 20' WIDE V v A \ - ` \ DRAINAGEfESMT., TYPICAL \ \ \ \ / / � S STEM 'B' � - ti —/ - / Lu CONTRACTOR TO TIE 2018-10 CONTOURS 01 �y W AS SHOWN. TYPICAL. ° a .a . \ \ PROPOSED PUBLIC DRAINAGE ESMT.T�AL\ N ROPOSED PUBLIC 20' WIDE DRAINAGE ESMT., TYPICAL 'W ,.. \ ° I W Cp 01 \ \ v �A \ �' V I I - C/ Ld V L9 FI V ` v ROPOSED PRIVATE 20' WIDE // DRAINAGE ESMT, TYPICAL CQ u 0 v v EXISTING 100 �� \ _ / v YEAR FLOODPLAIN _ CITY OF CHARLOTTESVILLE - — - - — - — _ D.B. 4462 PG. 562 \ \ TAX PARCEL 77-7 H � ZONING: LI � 1 - / w Q - ��� ���� I � �--DRAINAG M �'-� � ��-� --_ v I � v � -r � � '� � � � vl Q CONTRACTOR TO TIE LD 3g �� - - \ \ \ \� - _ __ - - - - _ \ i V1 INTO APPROVED SDP 6� U - ,\ \ASSHOWN. TYPIC`aV TG 1000� EXSINvv v -- I --3-9_0_-- -- - ---------- -- -- Ld 0- / Z w �_s- ------ - - ---- -_-- _ \ / r ,TAT M..CO - - _ _ _� i_ - _- J - _ _ - \ �� / �� - -� ---- ------ EXISTING 400 _ ,by / AR FLOODPLAIN - - - - - - - - - - - - - PRESERVED- SLOPES �EAO�#-3 0 �kREA� w w a / \ JOB NO. \ — - 202193 30 _-------- GRAPHIC SCALE WILLOUGHBY PROPERTY � ------ SCALE OWNER'S ASSOCIATION INC. o u 3o so izo / C/O REAL PROPERTY INC n TAX PARCEL 76M2-01--D 1 =30 ZONING. PUD ET N SHE O. ------ _ ( IN FEET _- � - r 4 — ss — — LANDSCAPING CALCULATIONS• —-------- - o- TOTAL PROJECT AREA 6.78 AC): 295 337 SF CANOPY REQUIRED 109: 29,534 SF EXIS77NG REE CANOPY TO REMAIN: 39,637 SF / GG / _ % // PROPOSED TREE CANOPY.- 16,292 SF CITY OF CHARLOTTE¢VILLE STREET TREES.• EXISTING 20' SANITARY / / / / ---- - D.B. 4462 PG. $$6,2 �- TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING. 473 LF / SEWER EASEMENT / , - -' - _ t TAX PARCEL U TOTAL STREET TREES PEQUIRED (1 TREE PER 40) = 12 TREES RCEL 77 �_ TOTAL S7REET TREES RONDED 12 TREES INTERIOR PARKING CALCULATONS TOTAL NEW PARKING AREAS AND IRA WEL WA YS 96,091 SF / 55A' ' / ; - - - -� \ CITY OF CHARLOTTESVILLE � � PROPOSED 10WIDE AREA \ TOTAL INTERIOR LANDSCAPING REQUIRED (5X) = 4,805 SF / `pp�p�65FD SEGMEN E ' \ D.B. 4462 PG. 562 RESERVED FOR FUTURE TOTAL INTERIOR LANDSCAPING PROPOSED = 8,757 SF RETA"NG V\iALL i i �., TAX PARCEL 77-7 EXISTING too YEAR - DEDrCATION FOR PUBLIC USE �� - - �`� ZONING: LI FLOODPLAIN -— PRSdYUSED TRE€S PR z1.5 WID AREA - - NOTES: j' PR ,TEffI�4FENCING ' v� v I� ' i ED FOR FUTURE -' i - i 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE / ALONG PROPERTY L4NC� 'i 0 , . ` /'xDEDICATION FOR PUBLIC USE - / , , -16 AMERICAN ASSOC/A AON OF NURSERYMEN. THE PLAN77NG OF REFS / - - - - OPTS \ \ „� ' % i SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED (` �� P D DEDICATIONT&,R/W _ _ i T W T TY LINE / XTEA7 iON To PROPERTY LINE,' / NURSERYMEN SEASSOC AT ION,J�HE WRGINIA SOCIETY HOF LANDSCAPE FOR INTERPARCEL CONNECTIOW - - _ DESIGNERS AND THE �IRGINIA CHAPTER OF THE AMERICAN SOCIETY . OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE (i)PA OPOSED SEGMENTED / - L �� SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTA77ON. AINING WALL � P&O�OSFD R/w DEDICATION v 2.ALL S11E PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO i FORTH E EXTENSFO�} r ' / / REACH, AND BE MAINTAINED AT, MATURE HEIGHT THE TOPPING OF A AvoNcouRT - MINIMALLY S ISPROHIBITED. SHRUBS TOHSUPPORTDTHEEES SHALL BE PRUNED O OVERALL HEAL7H OF THE FOR ' / a / -- ° ' (3) AS v v v W FR POSED za' ACSA t6) UPA HE LANDSCAPING PLANTS AND TREES ADJACENT TO 7HE SIGHT ' I PLANT J. T PY * \ \ _ - UTILITY EASEMENT _ - DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN 7HE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE TO PRESERVE / PR�OSED SEGM€ Ell-. SIGHT LINES AND ACCOMMODATE PEDESTRIANS. S RETA NI WADI ' / �'� v°\ \�\ I V � \ « \ \ W\\ \ (4) UPA O AS \ \ W (1) PY oq y � P r (1) PY \ \ \ (1) PY ' . « \ \ * * LIGHTHOUSE LAND LLC / ( ' / 1PY _ I I O �3I _ _ - - -' _ _ v E ISTING 30' PRESCRIPTIVE D.B. 500E PG. 78 8. � � _ � * \ -� � \ ` TAX PARCEL 77-9 \, EA MENT ZONING: LI * EXISTING GRAD NG A PY « « \ \ (1) - *} \ DRAINAGE EAS ME I \ t o v ! EXISTI G S \ PROPOSED 2o' ACSA �o _ _ , - - j \ ti \ i DIST NCE S \\ \ UTILITY EASEMENT - \ / \ E CATED «* O L/ PROPOSED IC USE 79,000 5� � � \ ,' EXISTING VARIABLE_ _ \` \ \, M/ NUFACTURINC?/ ,� _ \ \ \ \\ 1 - 3j8 \ ILDING WITI J q,g66 SF RAINAGE WIDTH UTILITY EASEMENT \ � t B f5 \ OP EN THE UBLIC (1�A S i (1) P s EXI ING TEMPORARY G AIDING EASEMENT le / \ \ \ EXISTING VARIABLE WIDTH \ \ 386 FFF, l * « \ \ UTILITY EASEMEaZ -PROPOSED 20 ACSA \ UTILITY EASEMENT c X rvation Plan Notes: A V v \ J r ; 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. \ \/�j8� ? - 3�%` * (7) Y 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND ,OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH ` \ \� - _ _ \\ \ - - - J ' \ ..I • "r ��..�__\ « ' • 1 S* * (1) PA \ THAT THEY SHALL NOT ADVERSELY AFFECT TR ES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. � � � �� -� �� � �� � �(1)PY 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. - \ \ (3) 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED � (1) PA AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE \ EXISTING too YEAR MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING FLOODPLAIN CITY OF CHL Y� WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. - - - ARLO SVILLE 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN - D.B. 4462 PG. ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY TAX PARCEL-7-7-7 A PROFESSIONAL FORESTER OR TREE SPECIALIST. DEEP AND MOVED BACK AND FORTH IN EACH 6 _ _ ZONING IT9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12 HOLE UNTIL SOIL IS LOOSENED. - 80 - - -_ MV 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REM RIN TH FINA - - . \ ` ' �. „- _ - MV' - �� 4) _ _- - - (SUP& ; / / �-' - \ \ / 7� \ S?1LfvT0 H FOUR 1 CLEAN-UP. v _i _ • ` •� _ - _-([I �- - ,, i - v \� \ \ PROP T LLC, \ 199E 3.38 _ - ,' /� - A _ _ - _ - �i / ,� i v v DvB. v54 G. 726 / K _ _ ® - �3/ - -EXI-STINGsoQ_ \� ` _ _ - - - i - - - - 8 _ . - - , I � � \ AX PARCEL 7 8C 1 � ) County of Albemarle - - - O Dom- I �\ \ Conservation Plan Checklist -To be placed on Landscape Plans (Handhook, pp III-284-111-297 for complete specifications) 1. The following Items sJudl be shown on the p[an: ZI Trees to be saved; ® Limits of cleaing (outside dripline of trees to be saved); ® Location and type of protective fencing; ILI Grade changes requiring "a wells or walls; ZI Proposed trenching or tarme]ing beyond the limits of clearing. 2. Markings: 0 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marring has been inspected and approved by a County Inspector, 7. Pre -Construction Conference: ZI Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eaummetd Operation and Storage: I1 Heavy equipment, vehicular traffic and storage of construction materials including sail shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stermwater Detention Devices: LI Such devices shall not adversely affect have to be saved. 6. Fres: ZI Fires are not permitted within 100 feet of the dripline of trees to be saved 7. Toxic Materials: El Tome materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ILI Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. El Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Welt: ® When the ground level most be raised within the dripline of ataee to be saved, a tree well shall be provided and a conshuctioa detail submitted for approval. 10. Tree Walls: ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling_ fl When trenching is required within the limits of clearing, it shall be done as far away from the trunks of tees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots_ 12. Cleanup: M Protective fencing shall be the last items removed during the final cleanup. 17. Damaged Trees: ® Dam ed trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 1/4/2021 CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Page 1 of I ON- CORRECT TRUNK ARMORING TRIANGULAR BOARD FENCE Source: Va. DSWC Plate 3.38-2 POISMTRE - - --- _ _ _ - - - - M BUFFER O' �' _--37 �EXISTING1wYEAR- �i � �- �-EN DING -- - _ - - - - - - F�O�DPSAIN �\ �� \ \ 1 \ \ t \ \ t €X1SG \ ARIABLE ID GRADING, 60 \\ 3 \ _ GE, & U I ITY A�SEMENT - -- -� 50— \ \ �__--__DID_; � v v I \BE J \\ 1 MOORE'S CREEK \\W I I it I I\ XISTB 1 WILLOUGHBY PROPERTY I I ST EAM I E OWNER'S ASSOCIATION INC. � C/O REAL PROPERTY INC I I ` I \ TREES UP TO 4" CAL. SHALL BE STAKED TAX PARCEL 76M2-01--DZONiTG PUD- \ WITH 2-2"x2" HARDWOOD STAKES. I / TREES OF 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED, TWISTED, AND TURNBUCKLES. LOOP HOSE AROUND / TRUNK. FLAG WIRES WITH COURVEY TAPE. \ REFER TO SPECIFICATIONS FOR I FURTHER INFORMATION I ) I { I In1 DOUBLE STRAND GAUGE WIRE \ t� WITH RUBBER HOSE & TURNBUCKLES I 2"x2" HARDWOOD STAKE _ G GUYWIRES WITH RUBBER HOSE AND \\� _ _ I �',$,c; ,\�,/,I' TURNBUCKLES 2/3 UP TREE .�'V \ / CUT & REMOVE BURLAP FROM TOP Evergreen Tree Planting Detail Not To Scale 2"x2" HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX CUT AND REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH COMPACTED SUBGRADE Tree Planting and Staking Detail Not To Scale 1/3 OF BALL AS SHOWN SCARIFY SUBSOIL TO 4" MIN. DEPTH MULCH SAUCER FINISHED GRADE TREES UP TO 4" CAL. SHALL BE STAKED. I TREES 4" CAL. OR LARGER SHALL BE GUYED WITH 3 EQUALLY SPACED TWISTED, #12 GAUGE WIRE WITH HOSE I AND TURNBUCKLES. LOOP HOSE AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH / COURVEY TAPE. REFER TO SPECS FOR ADDITIONAL INFORMATION. / AMENDED SOIL MIX / COMPACTED SUBGRADE I / I I I I I I 0 /GR7 P IC C LE I 210 0 8 601I I 1 ( N F )inch =�4TO ft. Lic. No. 035791 3/2/22 w z O ca Q ,w E V) zLU w Z g LU Z w O Z � LL O Lr) J W Q r � r zto In Z� L\ M N m WN 0 WCIA Za L w z .4 x W P4 11 Q LL Lou V/ z z H� •�^' ll (_j V v z z� U J_ U) co a Q Q p� Cz G J LU I I O U z O w a In JOB NO. 202193 1 SCALE 40' SHEET NO. 5 /CITY OF CHARLOTTESVILLE SS / D.B. 4462 PG. 562 / TAX PARCEL 77-7 _ ZONING: LI _ / W / EXISTING 100 e i YEAR FLOODPLAIN ss SED PARKING ` / CITY OF CHARLOTTESVILLE Lic. No. 035791 3/2/22 \ / I T LIGHT FIXTURE (TYPICAL) / D.B. 4462 PG. 562 ° / TAX PARCEL 777 / /� / °•2 ZONING: LI sS x / 0000, 3 0 000q 0..;,j x ♦ , / - l / / / �/ g / 1 x Oq x \ 48 �� Q LU 0000, � Y/ � l a m Q (A.�. S 6.8 ° q8 x _ / ) Z 3g o g x \ x 11. I Z w x 1 3I 1 \ 48 O O V Q / Vl C� t .. 0 q \ 68 \\ 6 I II ` cox 0•S 4\ Q I 8 x I �� cn 1 p x \ •0 \ \� I L �� % x x \ x T V _ v w/ 1.0 \ 06 \ 0.8 x \ x 9q 8 a.9 as x 62 0� \ x \ 1.41 0.9 S.x 0.9 x (` PROPOSED WALL `?8 \ 4,8 \ .p PACK LIGHT FIXTURE �` 0..;,x \ °•S Y.-A 3 (TYPICAL) 41 0•g x \ 6.8 x 03\ 1.0 q x \ 1.8IT r-4 IT � ° x I. q Y. \ x \ \ \ OS x 1q x x ° 21 y \ 48 6 \ \\ \ \ \\\ 8 4, 1 4 x 8 x \ \\ \ x x I \ \ \ \ 68 x p x 06 x ,. 8 x 3,3 x S S \ \\ \ x q8 Iq x Oq x x q x m \ ,• _. S Lp Qq x • •' Z.0 .8 `� x 1.0 / \ \ 11 1 x 0� x� q8e \ \ LIGHTHOUS ND LLC 1. \ ,., \\ D.B. 50C2 P 8 W \ s6 x 3, ° x \ \ \ TAX PARCEL 7 01 1• q'8 x 1'0 x ?3 x r, x o \ \ \ ZONING LI \ -- ° 6.8 0 a 2.3 PROPOSED WALL )? p•8 x x O,g ? PACK LIGHT FIXTURE ` \ $6 q8 1.0 x 14 e 3¢ (TYPICAL) ,./ 1 \ p• °q \\ \ \ M ` \ Y6 \ \ M PROPOSED WALL 0 \ °•9 06 \ \ \ \ \ 01 \. 5,6 x x x PACK LIGHT FIXTURE \ \ N Z.p x 4.8 ) (TYPICAL) ,• / �8 x \a \ � \ � \ x 18 /0.6 \ x 0 \\ 1 S, 1• 1.7 \ 0• x 0 \ 11.4\ S .6 x Q.> \ \ q8 x \ 1. x g 1.0 \ \ � 1.0 \ x \ / - \ N H� \ S 8 ¢'8 \ q .p y x 6 il� \ W N z CITY OF CHARLOTTESVILLE` 6� 8 I o x 0.8 \ l 1 ¢ Q D.B. 4462 PG. 562 ` \_ 11¢ x a x x z TAX PARCEL 77-7 \ s6 1. a3 / %... g8 \ 4/ ° d N z w ZONING: L ` \ \ \ 10 ¢8 x 23 / OS x x ,�--:- x Lp x �Qx 0 ��� a 7 V L \ \ \ 68 x 38 Z. - 06 x .g x 4.8 1. x Z (� 4.8 ° 0 x x I. I. 0. 0.9 � x 7.6 x 6 � w � 2/� q \ x x I. g 1 x H� 8 -.. 0 Vx 68 68 x x 12 5.6 S�1 1� 1. 3,S x 77 2 Q J 8 x 4 7 x x 'A/' S •1 x x � tx D i 8 • .0 I \ x 6 3.1 Q� PROPOSED PARK x 3,� \ p q8 p x ¢� �+ 1.6 x J Q � LOT LIGHT FIXTURE � 5 \ 1� 6 q � •9 x U (TYPICAL) g x x x .8 x z x 0. 1.0 \ -- '•8 x x p8 � x x x I.q x -"�- -- -9. 2 xY. DC \ •6 I.p x 3,0 x w 0,6 x x 08 x 4 x I.p Y.p6 w Ile x x -?.a10 06 -A �--� \� x ".a 0.8 I.z x 0. 08 x x x 0.9 a -.0.6 0.9 OSED PARKING ' q (� Q 0,8T77777W y (TYPICAL) Oq z z MOORE'S- CREEK - r ! III _ H ��__� 50' - �.� SE7gAC� w -- w\ 0 �� C7 \ EXISTING 100 U - YEAR FLOODPLAIN z BEACH \ / --------- AREA Li w � - w - o w a JOB NO. � 202193 GRAPHIC SCALE / WLLoPROPERTY SCALE so 0 19 ao eo 12o OWNERSS ASSOCIATION INC. C/O REAL PROPERTY INC 1 "=30' i TAX PARCEL 76M2-01--D ( IN FEET) r _-_ ZONING: PUD SHEET NO. - / 1 inch =30 ft. - ----------- -- - ----------- ALBEMARLE COUNTY GENERAL CONSTRUCT70N NOTES: 1. PR/OR 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 SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. J. 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. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZA77ON 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. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES: PAVEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE I, lI, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. 774E REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLA7ION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 ® O.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTA77ON SPECIFICATIONS 9. ENCROACHMENT. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTA77ON MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. GRADING 1. 774E LATEST EDI77ON OF THE ROAD & BRIDGE SPECIFICA7IONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORT477ON SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF 774/S PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO 774E SATISFACTION OF 774E ENGINEER. J. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC77ONS SHALL BE REMOVED. 4. ALL VEGETAT70N AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO 774E CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF 7RANSPORT477ON SPECIFICA7IONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. Concrete Bumper Block • Concrete: 4,000 P.S.1, Vibrated • Reinforcing 2 #4 Rebara, 1.5" from bottom" • 72" long, 5" bigb, 4" wide top, 7&guot wide bottom • (Not dmwa IQ scale) 6" I W'j IL_ 12" �j _ 6" Lu V I� 12" ;I 34" holes ;I IL 7"-1 1 ' 72" OF 4" 2„ R CURB 1 ed d° ° d Ar.w (IiC1 1• 6" 2, STANDARD CG-6 CURB & GUTTER NO SCALE 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. 2 VAN ACCESSIBLE 0z o7 :2 0 o I,, Of o� m oO 1 oL w no REFLECTIVE ALUMINUM LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE TYPICAL AT ALL HANDICAP SPACES THIS SIGN TYPICAL AT ALL "VAN ACCESSIBLE" PARKING SPACES PENALTY SIGN WITH WORDING AS REQUIRED BY STATE OR LOCAL LAW GALVANIZED "U" CHANNEL POST VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED 0 N 4" MIN. HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES NOTE: FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED WITH STRUCTURAL ENGINEERING PLANS STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) ' LOCA7ON FACE OF CURB BUMPER BLOCK PAIN 117RIPE AINTED PER VDOT SPEC.ICAL) ACCESSIBLE SPACES HANDICAP SPACE DETAIL NOTE NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT W/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS INSPECTIONS NOTES.• 1. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09. 2. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. J. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVAT70N OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 4. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED PARKING ONE (1) R-7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SITE PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) WT7H GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN 12" OF CONCRETE. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 $100 - $500 FINE FINE HANDICAPPED PARKING SIGNS NO SCALE TOP OF CONCRETE WALL GRADE MIN. 42 SITE RAIL f I d SITE WALL IYALL RAIL FASTL'NINGI DETAIL NOT TO SCALE STREET E-)IISTGROUND I TREE \ (VARIABLE WIDTH) NO SCALE STREET CROSS SFCTIOJVS T CURB CURB EXIST.. GROUND i• 510EWALK PLAN77NO SIRIP GUTTER MAVELWAY IRAVELWAY GUTTER ZS' 0to* 25'- AR. WIDTH R/W TYPICAL PUBLIC STREET SECTION TAR. KIPTII RO#'' 4PON COURT 267 AfPH DESIGN NOT TO SCALE PROPOSED 1" SM- OVERLAY EXISTING PAVEMENT EX. STONE SUBBASE ASPHALT PAVING - MILL/OVERLAY NO SCALE 2" SM SURFA 8" 21 BASE COMP, SUBGF ASPHALT PAVING - LIGHT DUTY PARKING SPACES NO SCALE 2" SM-9.5' SURFACE C 3" BM-25 BASE COUF 5" 21-A SUB -BASE COMPACTS SUBGRADE II I II III III II I II I II III III II I II III III II I II I II III IIIIIIIIIII II s s STREET / TREE PLAN77MG STRIP SIDEWALK VAR. WIDTH ASPHALT PAVING - HEAVY DUTY DRIVE AISLES NO SCALE SCOTTAR. C1ILLINSZ Lic. No. 035791 A 3/2/22 chi J w z 0 dcoLn U Z .Z. z w z g LU w ~ O 0 w O D7 > O7 J a < F Z m \ U) L9 w ZW FS � 6"x6" W2.1xW2.1 WELDED NOTE: BROOM FINISH WIRE REINFORCEMENT 7 CLASS A3 CONCRETE 7" 21A STONE 6" COMPACTED 21A STONE SUBBASE DUMPSTER CONCRETE PAD 00 NOTE., CONTRACTOR TO VERIFY WITH ON -SITE 0 N GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS - - - U I z� J 0 a J M� � W 06 _J w Qo p� z z I..L D O U z O H w OTo 0 w a U) JOB NO. 202193 SCALE AS SHOWN SHEET NO. 7 WATERSHED SUMMARY FOR SUBAREA A 55 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN, SCALE 1"=50' STORMWATER MANAGEMENT NARRATIVE: Area, Flow, 1-year 2- 10- 0� CN y ' year Flow, y -- // / / �- ear Flow, OVERVIEW: THE PROPOSED STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB SWM REQUIREMENTS. CHANNEL & FLOOD PROTECTION %T ac. cfs cfs cfs COMPLIANCE ARE MET IN ACCORDANCE WITH MINIMUM 9 VAC 25-870-66 REQUIREMENTS & WATER QUALITY REQUIREMENTS HAVE BEEN O ��j SATISIFIED. PLEASE SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR ADDITIONAL DETAILS PERTAINING TO THIS DA A (Post-Dev.) 84 1.36 2.04 3.02 6.43 PLAN's COMPLIANCE. / SCOTT R. LLINSZ / WATER QUANTITY SUMMARY J - - WATERSHED SUMMARY FOR SUBAREA B � j ' ' � � ( � / THE VAST MAJORITY OF THIS PLAN'S PROPOSED DEVELOPMENT IS CAPTURED VIA STORMWATER CONVEYANCE SYSTEMS. THE PROPOSED L) Lic. No. 035791,a Area, 1-year Flow, 2-year Flow, 10-year Flow, o / / O STORM SEWER SYSTEMS DISCHARGE INTO TWO PROPOSED STORMWATER MANAGEMENT FACILITIES, EACH OF WHICH HAS A CONCENTRATED 10 3/2/22 �4 CN _ // o p OUTFALL. DRY DETENTION BASIN 'A'ATTENUATES RUNOFF FROM SUBAREA'A AND UNDERGROUND DETENTION SYSTEM 'B'ATTENUATES p� ac. cfs cfs cfs _ / / / \� 40' OF OLF w� G EL V=14' / RUNOFF SUBAREA'B'. CHANNEL AND FLOOD PROTECTION ANALYSES WERE PERFORMED AT BOTH OF THESE FACILITIES' CONCENTRATED `�SSIONAL V, DA B (Post-Dev.) 91 4.31 3.30 10.83 21.75 `' / , 985' OF CHNL. FL W OUTF FROM A CHANNEL PROTECTION STANDPOINT, BOTH STORMWATER MANAGEMENT FACILITIES ARE COMPLIANT WITH 9 VAC 25-870-66 SUBSECTION B.3.a (ENERGY BALANCE) AND THE LIMITS OF ANALYSES STOP AT THE SWM FACILITIES' OUTFACES SINCE SUBSECTION B.3.a IS MET. FROM A FLOOD PROTECTION STANDPOINT, BOTH SUBAREAS ARE IN COMPLIANCE WITH 9 VAC 25-870-66 SUBSECTION C.2.a (CONFINES THE 10-yr POST-DEV. STORM EVENT WITHIN SWM FACILITIES) AND THE FLOOD PROTECTION LIMITS OF ANALYSES STOP AT THE OUTFALLS O W SINCE SUBSECTION C.3.c IS MET (THE SWM FACILITIES OUTFALL TO A MAPPED FLOODPLAIN OR OTHER FLOOD -PRONE AREA). PROPOSED LIMITS OF T DISTURBANCE COINCIDES �� i A WAER QUALITY SUMMARY / - WITH PROPERTY LINE - - J _ . THE BOUNDARY FOR THE ESC LIMITS OF DISTURBANCE WAS USED FOR THE BOUNDARY FOR THE VIRGINIA RUNOFF REDUCTION METHOD's ' WATER QUALITY CALCULATIONS. THE PROPOSED DEVELOPMENT RESULTS IN AN OVERALL REQUIRED PHOSPHOROUS REMOVAL RATE 3.63 Ibs/yr. THIS PHOSPHOROUS LOADING IS MITIGATED THROUGH THE BEST MANAGEMENT PRACTICE OF PURCHASING NUTRIENT CREDITS. 1; ,' / ,'/ ,� '� �, � � ��,\ , ; �' � � e - ••. •. ' � � �` J _ � oo' of _ / � II � Post-Dev. Subarea A Impervious Area Summaryz Road & Parking Areas 35,650 sf g / \ a i 2 - Proposed Sidewalk 1,825 sf a w 37,475 sf z Post-Dev. Subarea B Impervious Area Summary m - - - FL x / i / - - - W W W -- - �� Road &Parking Areas 66,725 sf m x. / S �- / _. _ - - i r U z I �/ ' Tc .1e .� _ j _ _ / c - J /� �� w Proposed Building 78,875 sf Z W g w / ' /! / - W a , / W \ < f Proposed Sidewalk 7,575 sf z w 153,175 sf O O '� , Q W l I PROPO\SEDL S F C- bl/ �\ V/ > a / �i R N V Overall Acreage Summary w a W FE=380.67�1 ( / / i I/ \ \ N z� LU WW ks FFE=380.67 \ e6 / r / / / / / \-��3769 \ \ LJI.J.J/ •yW0 /'\ \ ' _-j�,�� i - �j -_� �\ \ \9L W O 1 77 / Pre -Development Post -Development Area, ac. Area, ac. DA A 0.68 1.36 \ DAB 1.49 4.31 3.5050 V/ Post-Dev. Impervious Area Summary (For Water Quality) 360�60 _ - _ - PG� �� / WA RM Water P9SEDiIMITS 6F= _ - - - - _ - -B�FFE (VR ter Quality Boundary defined by ESC LOD Boundary) RR OSED�LIMITSOi= - - - - - - -� - \ \ \ �� /� DISTURBANCE COINCIDE _ - - 5 \_ �� \, Road &Parking Areas 103,275 sf w DISTURBANCE COINCIDES O ` % - ' NE ORE WITH PUBLIC EASEMENT J __ _ - - -FEMA 100-YR FLOODPLAIN / M��EEK / \ \ Proposed Building 78,875 sf z LIMITS -,Ty _ - \ \ \ Proposed Sidewalk 10,075 sf M 192,225 sf cr1 rn J WATERSHED SUMMARY FOR SUBAREA A SS / STORMWATER MANAGEMENT PLAN, SCALE 1^=50' Pre-Dev. Subarea A Impervious Area Summary N PRE -DEVELOPMENT Road & Parking Areas 15,100 sf m Q Area, 1-year Flow, 2-year Flow, 10-year Flow, _ / CN ac. cfs cfs cfs � �o° �- Misc. Abandon Structures 1,500 sf ' ( Exposed / Bare Earth 9,500 sf DAA(Pre-Dev.) 89 0.68 2.08 2.71 4.63 /' �'� 26,100 sf W cV [� Pre-Dev. Subarea B-1 Impervious Area Summa 0 WATERSHED SUMMARY FOR SUBAREA B Road & Parking Areas 26,950 sf / 7 1 1- 4 o 7, Area, 1-year Flow, 2-year Flow, 10-year Flow, /�Q, / _ �' \ \ Misc. Abandon Structures 2,000 sf W N CN ac. cfs cfs cfs - - ' // o - A 1 V Exposed / Bare Earth 1100 sf DA B-1 Pre-Dev. 78 1.49 2.69 3.81 7.46 / / ( ) r � / A� \ \ � v 30,050 sf � DA B-2 (Pre-Dev.) 77 3.50 6.00 8.57 17.01 \ j \ +� �� ) Pre-Dev. Subarea B-2 Impervious Area Summary z 77 4.99 8.69 12.38 24.46 `� �0 ( Road & Parkin Areas 57,750 sf -� _ g -- 1- 4 z ¢w i / i i A` /I, i �( �) Foow / / `��\\` /,/11� '�'7T�,_Misc. Abandon Structures 6,20o sf\���PROPOSED LIMITS OF �� / �. - EX osed / Bare Earth 7,650 sf > C) W Zj '�� - \�� DISTURBANCE COINCIDES r` / _ , \� \ . 71,600 sf W /\ WITH PROPERTY LINE �S, � / � , � � _ _ _ � V W _ -- - �41F __-/(UNDETAINED RU�YI b - ''To Iv�00RES REEK / r t- 35m Tc �,' / / ♦ �\^ �� '/ �' �\ LLJ OLFJ (UNDETAINED RUNOFF _ / // \ ��'DA A6 / \ / / 70- OFF L9YJ w/ A TO MOORES CREEK') ✓ �, /� �� V C/H w / � i\ro' EL -1} -6N890 /. /i/� a /l _ � '/ �`n.� PZDI�ER N S F� C/� / - - - _ -�GI �.." 1 0' OF PtF w/ A ELEV4-6 /�,.ns K- - 1 \ \ \ - - -378 w ,�� Tc=0.10 hrs. 310 CONCH r[ %so' of cHNL. FLOW 0 r � �LO N"INED RUNOFF'\ TO' MOOEFS-CREED 86 J / Tc= .SO hrs. T - 1 tx 370 �, \ � � � \ ` _ _ _ _ J \ , _ _ _ _ � _ __ _ _ _ � i� ; ' � \ J� S5° - - _ _ 1\ \ \ Pre-Dev. Impervious Area Summary (For Water Quality) � > ( l ( I - \ •� , r - _ _ = \�-� \ (VRRM Water Quality Boundary defined by ESC LOD Boundary) w �� // _370 -- Road & Parking Areas 105,275 sf o W Misc. Abandon Structures 9,700 sf \ \ \ v 4_wo_�-� JOB NO. v _ Exposed / Bare Earth 26,300 sf -AL \ \\ 141,275sf 202193 �Wq CHANNEL AND FLOOD PROTECTION SUMMARIES SCALE _ _ PCS� PG&ED LIM TS-OF= - - - - -RUFf£ Z \ \ \ - DISTURBANCE COINCIDE - , - \ Concentrated Outfall Method of 9VAC25-870-66 Method of 9VAC25-870-66 Method of 9VAC25-870-66 Method of 9VAC25-870-66 1"= 50' PROOSED�LIMITSOF- - - - - - - \ - _ DISTURBANCE COINCIDES o % - ' NE _ _ 000, (Point of Analysis) Channel Protection Compliance Limits of Analysis for Channel Protection Flood Protection Compliance Limits of Analysis for Flood Protection WITH PUBLIC EASEMENT-FEMA 1001-LLSF� / Mo�EEK SHEET NO. _ Subarea A Outfall Section B.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.a (10-yr Peak Flow is Confined) Section C.3.c (Outfalls to mapped Floodplain) Subarea B Outfall Section B.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.a (10-yr Peak Flow is Confined) Section C.3.c (Outfalls to mapped Floodplain) V/ Post-Dev. Impervious Area Summary (For Water Quality) 360�60 _ - _ - PG� �� / WA RM Water P9SEDiIMITS 6F= _ - - - - _ - -B�FFE (VR ter Quality Boundary defined by ESC LOD Boundary) RR OSED�LIMITSOi= - - - - - - -� - \ \ \ �� /� DISTURBANCE COINCIDE _ - - 5 \_ �� \, Road &Parking Areas 103,275 sf w DISTURBANCE COINCIDES O ` % - ' NE ORE WITH PUBLIC EASEMENT J __ _ - - -FEMA 100-YR FLOODPLAIN / M��EEK / \ \ Proposed Building 78,875 sf z LIMITS -,Ty _ - \ \ \ Proposed Sidewalk 10,075 sf M 192,225 sf cr1 rn J WATERSHED SUMMARY FOR SUBAREA A SS / STORMWATER MANAGEMENT PLAN, SCALE 1^=50' Pre-Dev. Subarea A Impervious Area Summary N PRE -DEVELOPMENT Road & Parking Areas 15,100 sf m Q Area, 1-year Flow, 2-year Flow, 10-year Flow, _ / CN ac. cfs cfs cfs � �o° �- Misc. Abandon Structures 1,500 sf ' ( Exposed / Bare Earth 9,500 sf DAA(Pre-Dev.) 89 0.68 2.08 2.71 4.63 /' �'� 26,100 sf W cV [� Pre-Dev. Subarea B-1 Impervious Area Summa 0 WATERSHED SUMMARY FOR SUBAREA B Road & Parking Areas 26,950 sf / 7 1 1- 4 o 7, Area, 1-year Flow, 2-year Flow, 10-year Flow, /�Q, / _ �' \ \ Misc. Abandon Structures 2,000 sf W N CN ac. cfs cfs cfs - - ' // o - A 1 V Exposed / Bare Earth 1100 sf DA B-1 Pre-Dev. 78 1.49 2.69 3.81 7.46 / / ( ) r � / A� \ \ � v 30,050 sf � DA B-2 (Pre-Dev.) 77 3.50 6.00 8.57 17.01 \ j \ +� �� ) Pre-Dev. Subarea B-2 Impervious Area Summary z 77 4.99 8.69 12.38 24.46 `� �0 ( Road & Parkin Areas 57,750 sf -� _ g -- 1- 4 z ¢w i / i i A` /I, i �( �) Foow / / `��\\` /,/11� '�'7T�,_Misc. Abandon Structures 6,20o sf\���PROPOSED LIMITS OF �� / �. - EX osed / Bare Earth 7,650 sf > C) W Zj '�� - \�� DISTURBANCE COINCIDES r` / _ , \� \ . 71,600 sf W /\ WITH PROPERTY LINE �S, � / � , � � _ _ _ � V W _ -- - �41F __-/(UNDETAINED RU�YI b - ''To Iv�00RES REEK / r t- 35m Tc �,' / / ♦ �\^ �� '/ �' �\ LLJ OLFJ (UNDETAINED RUNOFF _ / // \ ��'DA A6 / \ / / 70- OFF L9YJ w/ A TO MOORES CREEK') ✓ �, /� �� V C/H w / � i\ro' EL -1} -6N890 /. /i/� a /l _ � '/ �`n.� PZDI�ER N S F� C/� / - - - _ -�GI �.." 1 0' OF PtF w/ A ELEV4-6 /�,.ns K- - 1 \ \ \ - - -378 w ,�� Tc=0.10 hrs. 310 CONCH r[ %so' of cHNL. FLOW 0 r � �LO N"INED RUNOFF'\ TO' MOOEFS-CREED 86 J / Tc= .SO hrs. T - 1 tx 370 �, \ � � � \ ` _ _ _ _ J \ , _ _ _ _ � _ __ _ _ _ � i� ; ' � \ J� S5° - - _ _ 1\ \ \ Pre-Dev. Impervious Area Summary (For Water Quality) � > ( l ( I - \ •� , r - _ _ = \�-� \ (VRRM Water Quality Boundary defined by ESC LOD Boundary) w �� // _370 -- Road & Parking Areas 105,275 sf o W Misc. Abandon Structures 9,700 sf \ \ \ v 4_wo_�-� JOB NO. v _ Exposed / Bare Earth 26,300 sf -AL \ \\ 141,275sf 202193 �Wq CHANNEL AND FLOOD PROTECTION SUMMARIES SCALE _ _ PCS� PG&ED LIM TS-OF= - - - - -RUFf£ Z \ \ \ - DISTURBANCE COINCIDE - , - \ Concentrated Outfall Method of 9VAC25-870-66 Method of 9VAC25-870-66 Method of 9VAC25-870-66 Method of 9VAC25-870-66 1"= 50' PROOSED�LIMITSOF- - - - - - - \ - _ DISTURBANCE COINCIDES o % - ' NE _ _ 000, (Point of Analysis) Channel Protection Compliance Limits of Analysis for Channel Protection Flood Protection Compliance Limits of Analysis for Flood Protection WITH PUBLIC EASEMENT-FEMA 1001-LLSF� / Mo�EEK SHEET NO. _ Subarea A Outfall Section B.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.a (10-yr Peak Flow is Confined) Section C.3.c (Outfalls to mapped Floodplain) Subarea B Outfall Section B.3.a (Energy Balance) N/A (Energy Balance Satisified) Section C.2.a (10-yr Peak Flow is Confined) Section C.3.c (Outfalls to mapped Floodplain)