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HomeMy WebLinkAboutSDP202100003 Plan - Submittal (First) 2021-01-04AVON COURT INDUSTRIAL BUILDING INITIAL SITE PLAN GENERAL NOTES 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 STY 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 (ARB), STEEP 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 ARE WOODED, WHILE OTHER PORTIONS HAVE BEEN CLEARED FOR THE PREVIOUS USE OF THE SITE PROPOSED: 79,000 SF LIGHT INDUSTRY/MANUFACTURING BUILDING, INCLUDING 4,662 SF OF SPACE OPEN TO THE PUBLIC FLOOR AREA TO LOT COVERAGE RATIO: 79,000 SF 16.78 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: FEBRUARY 4, 2005. 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 OF 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 TO REMAIN. 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. PROPOSED LIGHTING SHALL COMPLY WITH REQUIREMENTS OF SECTION 32.7.8 & SECTION 4.17 OF THE ZONING ORDINANCE. LANDSCAPING: SEE LANDSCAPING PLAN, SHEET 5. 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 SHEET 8 FOR PROPOSED SWM FOR THE PROPOSED DEVELOPMENT. 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 ZONE SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA / SANITARY -- -- - \ SEWER TOP�351.64' - - — — — — / ANITARY TOP=351.32' CITY OF TTESVILLE D.B. 4462462 PC 562 TAX PARCEL J]-] / ZONING: LI / a APPROXIMATE / LOCATION6 OF ' \` FEMA FLOODD PLAIN /' i / �BENCHCIARK o ' I�6- OM / I Ian EDGE OF w000s— i EDGE woo S cT .� CITY OF CHARLOTTESVILLE D.B. 4462 PG. 562 TAX PARCEL A-]��_ ZONING: U - ` - - - - - � s ( IN FEET ) I inch = HO ft. LOCATION OF TEMA FLOOD PLAIN SHEET LAYOUT SCALE: 1" = 80' RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN, SEE SHEET 4 (GRADING AND DRAINAGE 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: 182,400 SF (4.19 AC) TOTAL 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. BEACH AREA WILLOUGHBY PROPERTY OWNER'S ASSOCIATION INC. C/O REAL PROPERTY INC TAX PARCEL 76M2-01--D ZONING: BUD CITY OF CHARLOTTESALLE D.B. 4462 PG. 562 TAX PARCEL ]]-] ZONING: U MaaEEK G THH OUSE LAND O.B. -02 PG. ] TA% PARCEL Z] 9 ZONING: U PSALM THIRTY FOUR ZONING: LI� I 'I I p S�C. I CITY OF CHRLOTS Lic No4035791 1/21 THIS �+ _G PRO TA ����SSIONAL r ALBEMARLE COON 64 VICINITY MAP SCALE: 1" = 1000' LEGEND ROADS EXISTING CULVERT CUL VER T 0 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 EARTH DITCH DRIVEWAY CULVERT ^� 7 BENCH MARK _ _ _ _ _ CLEARING LIMITS T VDOT STANDARD STOP SIGN zoo EXISTING CONTOUR 20o PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION TBC DENOTES TOP/BACK OF CURB T/B 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 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. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. 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. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. CONTRACTOR SHALL OBTAIN ENTRANCE PERMITS FROM VDOT PRIOR TO CONSTRUCTION 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 HR (PM): 49 VPH (6 IN & 43 OUT) APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIADEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT r1 L9 z m M a1 l J z _4 W� W ul F-' zW 00 J� W J� O N u z o ^J 9 N Lu H� ° 3 J N O 4 a 0 H� a z I� U / � o V z0 H� D a J I— uu W 1� O D 3 2 Co u J Lu 0 > a O U E �� U) , a D o z 0 z w w z zz w z J o LL 0 O n U N U z x O 0 w w E p w cc x d (n °o JOB NO. 202193 SCALE a N/Aa 0 SHEET NO. n m C-1 EXISTING 30' SANITARY SEWER EASEMENT r CITY OF CHARLOTTESVILLE D.B. 4462 PG. 562 SANITARY \ \ TAX PARCEL 77-7 SEWER \ LEGEND: / ZONING: LI TOP-3 1.84' 29' . INV.=341PRESERVED SLOPES NN ss 0 / / — � — — — — ss _ — CITY OF CHARLOTTESVILLE SANITARY MANAGED SLOPES _ — ss — — D.B. 4462 PG 562 Rolm TAX PARCEL 77-7 PRESERVED SLOPES TO BE ss — — INV.=340.93' TOP=351.32' ZONING: LI ss — ©- MANAGED SLOPES BASED ON INV.=340_.76' FIELD RUN TOPO ANALYSIS EXISTING TREES EXISTING - ' :� \ EXISTING 100 " SAN. SWR YEAR FLOODPLAIN - - - — % \ / 354 / S j ;� % - - - - -- �\ �� �iP�� APPROXIMATE- / LOCATION OF MANAGED / / ��� FLOOD PLAIN STEEP SLOPES �� 60/ N�g•1g'35 E / r - - ' - - ' - //rl% c�E/ 'i OVERHE( r /�� EDG-OF - -� UTILITIE -' �- r� / i -- �/ LIGHTHOUSE L ND LLC V00DS - - - - _ - - _ _ / 0' WIDE AR A RESERVE o� P. ----- ' \ -- - -9 � �' R P IC--ZONING:P�RCE r - _ BENARFj' 3 �0 / FOR FUTURE DEDICATION D.B.AG. 78 / I 6" AK r 376-- �.\\ ,-60 /' I, o FO UBL EU OR NLLI77 EV. 67 0 GRADING P POSES) /3' D.B. --- PG.----- / 21.5' WIDE AREA RESERVED ,i�'1�yh �'DGE OF/ o FOR FUTURE EDICATION oG/ , ,' / GRAVEL / _ _ FOR PUBLIC SF�OFE OODSti -P VEMENT 5 D.QI ----' PG.----- ,--(TYP) -�380 +EXISTI 30' EXISTING Zass / T ELINE R S R VE EASEMENT �P E C IP NT SANITA�Y �XI3TIN6--0VQRHEAD POWER ISTING SEWER MH T =352.74' �' i -�� - - -- LINES TO BE REMOVED ALONG ° - 1 ISTANC EASEM T -� f ( / f _WITH THE EXISTING POWER PS - \ EXISTING GRADNG AN p� o MANAGED / STEEP SLOPLS \ ( - -- ------ - - \ c, DRAINAGE EA MENT / 1 �0 A EXISTING GRAVEL � � - - B. 3570, P 510 / --EXISTING TR E� � � AREA / TO E€ REMOVED �' �� SIGH DIS NCE EASEME Lic. No. 035791 1/4/21 J z 0 r m � En V Z zw O Z a Z w o H U) u') L J Vl � I F- V A� o - - - - ° ��, , �� D.B. ----' ----- /' /' _ - / \ `` EXISTING ARIABLE IDTH o ti PAVED OAD Lu EXISTING VARIABLE J \ \ \ ( f EXISTING WELL TO BE �3 / F r ��� / sa A r S7024'25"E WIDTH UTILITY EASEMENT �3j _ ABAN ONED N ACCORDANCEOVERHEAD r D I D.B. 3575, PG. 28 --� \i� Q� WITH HEALTH DEPARTMEENT -�� \ i 86.00 UTILITIES g2'- � REGULATIONS - - - -3 \\ EXISTIN TREES J \TO BE EMOVED © - 3g4 / �y' oyr `Q M > �< _ - SIGHT --- ---- T � PROXIMATE \ \ /� FAQ (V (� � DISTA EME ��� -WJ� ��� �� �- 1 �" -� \ � OF E 77 LOCATION OF-, ��"H, <, -_ ,�5" FEMA FLOOD PLAIN \ _- \ \g ,. �i \ \ 8 -� - \` I l \oyl \T'.. S 4543 / MA AGE --4 ST/ EPOP S EXISTING jgfvlPORARI'' GRADING" EASEME T �2 o' ' D AINAGE EASEMENT 2 J D r d _ I i i I ) < -- '� STING � - _ - - - J i i PRESERVED SEEP SLOPES \ qL /L EXTENSION \ \ s ` - - - - - - - - _ o 14SSIFIED AS MANAGED SLOP -ES'' z W B \,SED ON FIELD RUN TOPO ELEV \ 'EDGE` 0� �� �_A C f! 100'\ WPO WOODS \ - - - - - \ TREAM BUFFER \ TYP. ' ER - - 'EXISTING 100 \ \ \ ' ' U�IL4TIES \� `I , i/ O L9 YEAR FLOODPLAIN � - - - _ _ _ _ CITY OF CHARLOTTESVILLE \ '� � _ o \ � �, \ \ - -D.B. 4462 PG. 562 \ \ TAX-PARCEL,7 7 �� "� 1 9 - - '�i i' i \l �Q��/ ­4 \ ZONIRYG:'LI/\! �� - \ \O♦ _ - \ -- ------ - �' ___ \ �A IRTY U \ - \ F _ - _----- _ - ES ILL 21PG 726 � � \ �s r\ �\�PB E1 �� W _ _ 380 — A\X P\ARCEL 77 1 ZONING: Ll / '---- ------ - r ` _ ��.�_ao \ XISTINul G V R BLE VJ / ------ - qr�-- - ---- \�_�� �E � ���'�`�� I \ ID�fH GRADING DRAINAGE DRAINAGE 1L(� f�CISTING 100 Wq - _ _ _ _ - - - \ �l T W YEAR FLOODPCAIN---------- -- APPROXIMATE =z --= y i / �'__ - s^ ��\\' \ \\ ILITY EAS MEN \ PRESERVED LOCATION OF - N6 �8 - -\ \ J ^ 350 \\ _ D. 3535, F1G. 530. z W - _ _ _ �� 350— BEACH— — `��� A y ` STEEP SLOPES FEMA FLOOD PL S'AREA -1' J M Rc -� S• � ,, i I tx S74°21'35"W G � � 1 89.40 I O O / �XI -- THE M BUFFER ISTING 100' WILLOUGHBY SUBDIVISION \ \ \ / WILLOUGHBY PROPERTY \ I I I I OWNER'S ASSOCIATIO INC.REAL I TAXOPARCE PUDTO N D NG \ - -- _ �� — G PHIC SC L 40 0 20 4 80 I 160 IN FEET) \ I 1 nch = 40 ft. Q Lu V I Q '-' z � Q . z z I H IZ-I O Q W J 0 I --I M� W Q 0 LL V/ O p� X W O U z O w a U) 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. 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. , FIRE HYDRANT i EXISTING 100 SCOTT R. LINS'Z. 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 0 1, ASSEMBLY W/ � ZONING: L YEAR FLOODPLAIN BAND AND THE OVERALL BUILDING. U Lic. No. 035791,'D / 6"G.V&6'90°BEND ` 8. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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. %A 1/4/21 ,cy� RETAINING WALL I (MAX. 8' HEIGHT) 00000 / \PROPOSED / OWATER FACILITY / - NOTE: o��sS 21.5' WIDE AREA RESERVED / IONAL E�Oti FOR FUTURE DEDICATION CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS, /PROPOSED R/W DEDICATION FOR PUBLIC USE T - / INCLUDING RECENTLY CONSTRUCTED AREAS, VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY & R/W EXTENSION TO D.B. PG. _ 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 S / a / 0' W I, / TIE-IN ISSUES OR DISCREPANCIES. 3. REPRESENTSFOI��O �/ 4. OOVERH AWI D RINGONE OR OTHO PARKING SPACE. / ER POSED OBSTRUCTIONS SHALL BE HIGHER / as / � �/ \ \ / \ J / THAN 13'-6". / / \ W PROPOSED R/W 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE DEDICATION AREA / \ / APPARATUS WEIGHING 85,000 LES. \\ I FOR THE EXTENSION / / / 10' WIDE AREA RESERVED 6. CONTRACTOR SHALL ENSURE ALL ON -SITE UTILITIES, ABOVE / lddl \ w L OFAVON COURT / FOR FUTURE DEDICATION AND BELOW GROUND, SERVICING ADJACENT PROPERTIES SHALL c` / \ 9' / I I FOR PUBLIC USE (FOR CONTINUE TO SERVICE THE ADJACENT PROPERTIES JT-p P/L / I GRADING PURPOSES) THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE \ PROJECT TO THE FULLEST EXTENT POSSIBLE. z D.B. PG. 7, CURB RADII SHOWN, REPRESENTED WITH AN 'R', DIMENSION 0 f / \ \ PROPOSED SEGMENTED / I THE FACE OF CURB. a / w RETAINING WALL / I EXISTING 30' 8. ANY RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT w In PROPOSED SEGMENTED \ ? \ (MAX. 8' HEIGHT) I p$� I (PRESCRIPTIVE EASEMENT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 Z w z RETAINING WALL WITH \ \ I FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN FOR o a / SAFETY RAILING, w \ ti5 THE WALLS SYSTEM. O z w SEE SHEET (NOTES \ 2o'ACSAUTILITY 9. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 0 / 7( \ \ EASEMENT I CG-12ADA I MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO H U) V) DETAILS) FOR DETAILS \ HAND. RAMP R / ty DB.PG. c'� ) \ EXISTING SITE APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL ''AA > 18'li'p PROPOSED \ \ \ \ �, \ (TYP.) \ I DISTANCE EASE NT PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT Vl w CONIC. SIDEWALK DB.PG. nV I I, VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR z 24' (6-WIDTH) \ \ T \ \ `�j 5�,� ----- !�y 2 � CG-6 CURB q y � DEMOLITION PROJECTS. Ig, \ \ - Q q , 10. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED 0 Jyp PROPOSED PROPOSED 6" \ \ \ 6' PLANTING\ \ �q \ p BY THE OWNER. NO PUBLIC AGENCY, INCLUDING VDOT AND W HANDICAP D.I. WATERLINE \ w �R \ STRIP 25'R �s OG THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR / 11 PARKING SIGN \ \ \ SPROPOSETOPSIG a \ FOiq� ��c� MAINTAINING THE TRAVELWAYS ON THE PROPERTY. ce I / 11. ALL PUBLIC WATER AND SANITARY SEWER FACILITIES SHALL \ PROPOSED SEGMENTED PROPOSED 12'X22 \ w \ \ °s '9\1 � �� \ BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR RETAINING WALL DUMPSTER PAD WITH \ \ N \ \ 'cy \,A \ THOSE FACILITIES, AS IDENTIFIED ON THIS PLAN, SHALL BE 1 / (MAX. 8' HEIGHT) ENCLOSURE & 10'X22' s \ �' \ \ \ p � ° ''° o \ DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. o CONCRETE APRON \ \ 1 f" SEE DETAIL SHEET 7 PROPOSEPON -DEDTC�ION�' \\ \ \\ \ (INTERSECTION 815' TO EOF ST IAVONSCOUIRT 3 5' & AVON STREET EXTENDED) I' PROPOSED TRASH \ \ \ Iz\ �y. SIDEWALKPROPOSED \ \ \ \\\ EXISTING GEGEASDE E AND n PROPOSED 8" PVC COMPACTORAND \ N r SAN. SEWER CONC. PAD \ STRIPED \ \ \ D. 3570, PG. 10 H 1 ` PARKING SPACES \ Z \ \ SI HT DISTAN EASEMENT m 1 20' ACSA UTILITY n EASEMENT \ DB.PG. (3) PROPOSED / CG-12 ADA\ \ \ \ R/W DEDICA D TO PUBLI m \ \ LOADING SPACES PROPOSED 8"x6" TEE, �Q \w- HAND. RAMP / USE, DB.___ ,PG._� m \ PROPOSED WITH CONC. 6"G.V.,FIREHYDRANT ticp \ W (TYP.) \ / �\ep\ \\ LIGHTHOUS AND LLC 'H \ SAN. SEWER LATERAL (z2' x 6o') & 8"x6" REDUCER 2 ' \ D.B. 50 P . 78 \ TAX PARCEL 77- J PROPOSED FDC \ ZQQNING: LI Lu ^^ = 1 PROPOSED 79,000 SF CONNECTION TO C 2ADA PRO POSED\\ " \ \ \ L.L m \ MANUFACTURING BLDG H. RAMP STOP SIGN \ \ R \ BUILDING WITH 4,466 SF PROPOSED \\ \ \ w PROPOSED 6" PROPOSED 3" WATER 8"1 TEE \ \ \ \ OPEN TO THE PUBLIC D.I. FIRE LINE TO METER WITH 4"D.I. �' \ &6"G.V. WATERLINE 8"x „ BLDG W/ 8"x6" , 4�� ° • '; ROPOSED� \ \ \ \ M P EXISTING VARIABLE 10ITEE & 6" G.V. TEE, & 4" G.V. �10I�WATERLIN \\ WIDTH UTILITY EASEMENT �' \OjSr M DRAINAGE EASEMENT C. SIDEWALK A R IK SEU - \ \ D.B. 3575, PG. 28 �` PROPOSED CON ° (6-WIDTH) Da, OS$WALIK W / \ \ \ \ \ \1pI eV \ m I CG 6 GI ° PROPOSED 0 CURB W/ zANG W ° \ \ \ / \ \_\ CD I-1 CONC. SIDEWALK ti 14 , \ ` \ z GRASS PROPOSED HEAVY (6 WIDTH) q�/ o - - _ M PROPOSED DUTYASPHALT CG-i2ADA 4 6 ~ 7Yp \ 450 °GV c T 1� W cV ~� \ CONTRACTOR TO REPAIR ROADWAY P/L \ ~ BOLLARDS TRAVELWAY PROPOSED 3 HAND FOR WATERLINE CONNECTION AND (TYP.) . RAMP q � / CONC. SIDEWALK D EXTENSION OF AVON COURT. SEE E (S'WIDTH) A DETAIL SHEET 7. \ PROPOSED 6b / 3R a EXISTING TEMPORARY = z HANDICAP w W 7 / PARKING SIGN PROPOSED 8" GRADING EASEMENT a Z z ADA CG-2 CURB (TYPICAL) D.I. WATERLINE B.____,PG .____ m �� Q 6"45°G.V: / HANDHAND. RAMP 1 J J CG-2 CURB ® CG-6 CURB W/ 2' mi L9 I.._q j EXISTING 100 s N I J / RASS OVERHANG 0 = I --I )p \\ � \ / YEAR FLOODPLAIN (n 1 z A \ \ \ \ CITY OF CHARLOTTESVILLE r \ D.B. 4462 PG. 562 45� \ 2o'ACSAUTILITY -- - - m l x J TAX PARCEL 77-7 EASEMENT I III U Q 0,6 \ m 1 \ o ?0'ST9T ZONING: LI ` DB.PG. Wes/ C W 1 p 0, RCS Qo�, m \REMOVE C}Q� m ISTING 8" PLUG &TIE TO EX 8" S WATER E ul (n �y/ ` EXISTING 100' J m 1 / /�/� \ �\ / / - - - - - STREAM BUFFER EXISTING 100 50 gUl 0 / / / �► ` YEAR FLOODPLAIN SETgq� ING z / S / UTILITY NOTES: i. A MINIMUM OF i' 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. / / W S A N I T�{Ay Y / 3. A MINIMUM OF i.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. / PSALM THIRTY FOUR SEWER IVIH I 4. AMINIMUM OF i.5'OF VERTICAL SEPARATION IS REQUIRED BETWEEN RWSA SEWER LINE AND ANY OTHER UTILITIES. S. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR PUBLIC USE. Fri / PROPERTIES, LLC TR=352.74 1 / 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO i Q O / D.B. 5421 PG. 726 \ �� CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED ACCESSES. CONTRACTOR TO TAX PARCEL 77-8C \� S I NOTIFYTHE ENGINEER OFANY DISCREPANCIES SO THATTHE ELEVATIONS OFTHETIE-IN CONNECTIONS CAN BEADJUSTED BEACH 00 U ZONING: LI \ ACCORDINGLY. _ $ I 7. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG ATTHE LOCATION OFTHE EXISTING UTILITIES TO CONFIRM DEPTHS _--- AREA ^- RLDIN \ �� \ D AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UPGRADES CAN BE ACHIEVED. MOORE'S CREEK N Z C' I / 8. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE FIRE AC n ` PROPOSED 8" PVC MARSHALL's OFFICE TO DETERMINE THE LOCATION. 1 _ __ 0 SAN. SEWER 9. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. O_ r \ ` EXISTING VARIAB PROPOSED 8" PVC 1 ` 2o. ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN t--------- \ WIDTH GRADING, RAI GE & UTILITY SAN. SEWER& k ` WRITING PRIOR TO CONSTRUCTION. / I SEMENT MANHOLE. TIE -INTO \ m 1 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. SWR OF3BUSINESS DAYS INADVANCETOSCHEDULEACORE OFAMANHOLE. w MANHOLE \ \ 12.BYPASS PUMPING MAY BE REQUIRED ATTHE SOLE DISCRETION OF RWSA STAFF. / WILLOUGHBY PROPERTY 0 Lu / \ m \ 13. GROUTING OFTHE MANHOLE BENCH ORINTERIOR MAYBE REQUIRED, ATTHE SOLE DISCRETION OFRWSA STAFF, FOR ASMOOTH / OWNER'S ASSOCIATION INC. EXISTING VARIABLE �m TRANSITION OF FLOW. JOB NO. WIDTH UTILITY EASEMENT 14.EXIS ING MANHOLES SHALL BE BACKFILLEDTO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. C/O REAL PROPERTY INC D.B. 3575, PG. 28 i5. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION H TAX PARCEL 76M2-01--D 202193 i I PERFORMED BYTHE BUILDING DEPARTMENT. __ ZONTN(�I PU ( � 1 16.ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOTTO CAUSEA PUBLILC NUISANCE AND NOTOVER SIDEWALKS. GRAPHIC SCALE SCALE 27. 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 0 15 30 60 120 1 "=30' 1 \ m 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 ll T OF SCOTT R. LINS U Lic. No. 035791 ,'z� S \ '00 1/4/21�4 CITY OF CHARLOTTESVILLE O OSEDGMEMTED' — PROPOSED D.B. 4462 PG. 562 EXISTING 100 _ - rSIONAL E��� / - EY�PhNlNG WALL, �1 DRY DETENTION TAX PARCEL 77-7 YEAR FLOODPLAIN - - / - MN AX 8' HEIGHT) ® _ BASIN 'A' ZONING: LI / - r / �- S' - �� 21 5" WIDE EA RESERVED / / ' , - _ - \ �j r / F _FiIT Rf- DEDICAZIONI - - - - - - - - - �' - i - = V vv ROP SE VC/pEDICATION R P LIC USE -- r /� PFRTyilf>4`E �F{OR / SS ', 'L - r/ TERPARCEL wNNECTION 9��PROPP�SED SEG ED/ �TAINING Wj / ,'' i ��� �� - PRO SED SEGMENTED / AX. 8' EIGHT)' i " �� v �� RETAINING WALL / �' r / \ (MAX. 6' HEIGHT) , ' / o IU CIO k/� v ` t� I l FOR WFUTURE IUL ED DICATIOND `d m / MANAGED �' 7 SS SLO / �,� j y _ -- - �v DRAINOPOSSYSTEM/ / �i' - - - - - Z w g � I FOR PUBLIC E (FOR � z / GRADING P POSES) o a �ir PG.----- p H ` ---- r ' " ' r PROPOSED PRIVATE 20' WIDE \ \ \ ` / - - - m P OSED PUBLIC VARe WIDDRAINAGE ESMT., w Q SWM1 & ACCESS gc 'r ' r / , 3 Vl H MAINTENANCE TYBICrAL PROPOSED PRIVATEr2O' WADE DRAINAGE ESMT., TYPICAL I \II LIGHTHOUSE LAND LLC Lu r , / / \ '� �` - i i \ I D.B. 5002 PG. 78 Ice PARCl r r r ��, / � v - / /—� gU II TAXZONING: LI77-9 / l PROPOSED PUBLIC DRAINAGE EASEMENT r r r r l I \ \ COINCIDES WITH PROPOSED PUBLIC VAR. WIDTH- r SWIM & ACCESS & MAINTENANCE ESMT. Qp RAW DEDICATED TO PUBLIC o WIDTH __ E_ PROPQSdD PUBLIC VAR. TH WM & _ I \, SE, DB.--,PG.-- ACCESS & MAINTENANCE, ESMT.,-TYPICAL PROPOSED PROPOSED _PUBLIC 20' WIDE V � • 1 E / NAG` \ I ` DRAI E ESMT., TYPICAL £ I/ PROPb$ED - �v / ' '� _— _-'� o ' \ UNDERGROUND - / DETENTION` _ - _ I / PROPOSED PRIVATE 20' WIDE � � ' � - - � /T �' �� � ' v v J / '-SYSTEM 'B' � � _ , � ' / DRAINAGEfESMT., TYPICAL / Lu % - v - r / v CONTRACTOR TIE " 01 TO / - INTO APPROVED SDP W 3>\\\ 2018-10 CONTOURS, C\ o 6�a l- - - - - j N o AS SHOWN. TYPICAL.-39 .a I v — ` V T \ — — , a � J a SF,,AT�N COU/2 0 P RT T a \ \ PROPOSED V ED PUBLIC 20�VIDE \ \ \� o \ \ \ \ 86 / \ ° ' ' / > / R wlpTh O ~� \ DRAINAGE ESfiT. \ ICAL\ 1 v �\\ \ \ \ \ �- _ _ FF w r \ \ C\IFI 3 ROPOSED PUBLIC 20' WIDE \ r H CN DRAINAGE ESMT., TYPICAL �W / I W O 3 601' vv v A 0 wLn Q I I w Ld \ �.., I w z Lu ROPOSED PRIVATE 20' WIDE l . --- - Q -C DRAINAGE ESMT, TYPICAL / °d ✓ 0 \ l _ i v -YEAR FLOODPLAIN _ _ - CITY OF CHARLOTTESVILLE o \ \ \ \ \ I I i I \ v D.B. 4462 PG. 562 EXISTING 100 -- TAX PARCEL 77-7 ZONING: LI 3 9� -- E . \ PROPOSED -DRAINAGE SYSTEM , , A _ — _ - _ __�� - — _ _ -�-- / / Q CONTRACTOR TO TIE I j - \\360 �� - _ _ �j> -- ` _ - - - - - - - —�9v i ��LLj INTO APPROVED SDP 2 � V % �20181OCONTOURS, z� �� -�`�� --� --- _--- _--� / � z AS SHOWN. TYPICAL. - N ` _ \ \ - - - - - - - - (� 390 zCD \ �_ ------ — — --- — — -- — —— - v — �_ rtr5LAA4,SUFFE - — — — — — — — — �" W z — — — A — —_ LLI r_ _ ----- - - -- - T cot/ - ROPp F R F II VIN w LTR/W r C � \ EXISTING-1-00 - �-`_Q ---- — - - - -----� �ERdE' - REDfYEAR FLOODPLAIN z SLOPES " O -_ -_ _ i \ a MOORE'S CREEK �r�R E35- - - -J,I ---- r - _ F- o w _ U a � a \ - � JOB NO. � --- - - ---- , / - 202193 GRAPHIC SCALE WILLOUGHBY PROPERTY o ------ ' so o u SCALE so so izo OWNER'S ASSOCIATION INC. -o I \ \ \ \ \ \ C/O REAL PROPERTY INC 1 "-30' TAX PARCEL 76M2-01--D n --- \ ZONING: PUD Q 4- ` ` ------ - _ SHEET O. N \ ( IN FEET ) 4 SS - ss LANDSCAPING CALCULATIONS.' - - TOTAL PROJECT AREA 6.78 AC): 295 337 SF CANOPY REQUIRED 109: 29,534 SF EXIS77NG TREE 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. 62 �- TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING.• 473 LF SEWER EASEMENT / ` TAX PARCEL 77-�� TOTAL STREET TREES REQUIRED 1 TR££ PER 40' = 12 TREES i / ZONING: a TOTAL STREET TREES PRONDED = 12 TREES INTERIOR PARKING CALCULA AONS TOTAL NEW PARKING AREAS AND IRAI/ELWAYS = 96,091 SF �54' �' ; � CITY OF CHARLOTTESVILLE /PROPOSEDio'WIDEAREA TOTAL INTERIOR LANDSCAPING REQUIRED (5%) = 4,805 SF / 6PR()p�6SFD 4EGMENTEjY ' ` D.B. 4462 PG. 562 EXISTING YEAR _ _ _ RESERVED FOR FUTURE TOTAL INTERIOR LANDSCAPING PROPOSED = 8,757 SF IRETA4WNG V\iALL i _ T PARCEL 7 -7 I I ioo DEDfCATION FOR PUBLIC USE - - - - - - --- — TAX L 7 _ 8 -6 i � � -; _ � � `� ZONING: LI FLOODPLAIN � / � - / / ; PRldRc15EDTRE€,S/`II PlRgPO'SED'n.5'WIDEAREA J NO TES: - - - - 1 \ j RESERVED -FOR / '' - PRO I[tf4FENCING ; ; - \ / -'DEDICATION FOR PUBLIC USE 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE ALONG PROPE TYZLNC­ , ' j60 , _ _ AMERICAN ASSOC/A 77ON OF NURSERYMEN. THE PLAN77NG OF 7REES OP S i� SHALL BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED �� J •� P ED DE CAT ON' ' -- i T W T E ���jjj���jjjN TO.P RTY LINE i LANDSCAPE SPECIFlCA770NS JOINTLY ADOPTED BY THE IXIRGINIA PROPERTY LINE NURSERYMEN'S ASSOCIATION, THE ORGINIA SOCIETY OF LANDSCAPE �f-EIR IN I EEERPAKCIEL WINNECTI[ON DESIGNERS AND THE �IRGINIA CHAPTER OF THE AMERICAN SOCIETY PROPOSED SEGMENTED �� /,' �' -� - -- OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE (?1P%� _- -- - / � , ,' L / ' / SPECIFICATIONS OF THE tnRGINIA DEPARTMENT OF TRANSPORTA770N. RETAINING WALL / / / - - - \ / P&OFOSED RM/ DCDJCATa�� i - _ - — Z ALL S11E PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO \ AfFEA FORAFEEXTEil5 rN f ' ` / REACH, AND BE MAINTAINED AT, MATURE HEIGHT 7HE TOPPING OF / VON- T ' �( - - - - - TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED / s „ - \ , ' i MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEAL 7H OF THE I--- -- \ W 0 P / ; ( ----- PLANT. / / 5<-3 / % �(i)f Y / (V AS ° ° ° ° �\ PR6POSEb_2"t5A / _ 1 J. THE LANDSCAPING PLANTS AND TREES ADJACENT TO 7HE SIGHT „ ,\ \ _ _ - - t1�ITYEASEMEINT / _ - I I (I DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN 7HE AREA SIG LINES AND ACCOMMODATE PEDESTRIANS. ZONE TO PRESERVE PRQR`OSED SEGMENTED $' / U I RETAINING WAL e ` // ,"5�\ \ ` i (1)'PA I VV i i / w v� / ° � ilk PY (1) PY . \ / \\ 1\ LIGHTHOUSE LAND LC 5 \ / j, ° - \ E ISTING 30' PRESCRIPTIVE D2 PG. 78 j8 \ 1 i or, / \ ° `� ` w EA MENT TAX PARCEL 77-9 ` \ \ \ ZONING: LI R EXISTING GRAD NG A \ 1 \ E3g06j / _,,O DRAINAGEEAS ME 3 PY i� EXISTI GS t i _- F ✓ I DIST NCE S T PROPOSED 2o' AC�A / _ _ , \ _ \ \ UTILITY EASEMENT ' - - - _ _ \� `� l l ( E C C U ED LIUSE / PROPOSED 79r000 5� - EXISTING VARIABLE \�� \ '�3/ \ i M/1NUFAC I umlNSi ,� \� \ `0 ' WIDTH UTILITY EASEMENT 0 - \ _ PRO RAINAGE \ \ BUILDING WITH/4,466 SF / Z- 1 OPEN T THE PUBLIC �' (2) A _ \ * 39 SEME \ (i) PA _ 1 N / -XL AS \ � � \ ,,� \ EXI ING TEMPORARY G AIDING EASEMENT EXISTING VARIABLE WIDTH \EASEMENT, 386 UTILITY EASEMENT,� I - 1 _ \ \ - / �' _ \ \" <• \) i- or PA Conservation Plan Notes: \ \&� �'' " \ PRZIPOSED 20' ACSA 8� 6) „ /' \ 4, w (B) UTILITY EASE EN 1.ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT �,J�` \ — — / i 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. 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. v' _ - 6 \ PROPERTY LINE_ _ _ _ --� � � � � _ ) � I � % 3. TEMPORARY EROSION CONTROL MEASURED AND OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH _ \ I « - 1 AS Y THAT THEY SHALL NOT ADVERSELY AFFECT TR ES TO BE PRESERVED AND PROTECTED. ` _ _ - - - - - - - �� v - ` p «•y- ^t„ �� \ \ 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. \ - -j ` - ,\\� - - Y L 3 / / (1I PY 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. \ - \�,\ \ 3)P 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED ( l \ AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT.0000 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 - - �� �� \ \ \ \ - (2)-PS- \ \ C, FLOODPLAIN \ MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING - I - - - WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. _ _ _ , , )s - - - CITY OF CHARLOTTESVILLE - o. - - � �• � � � - - � � __L__ I- -I �� - / i / /- t / � \ \ 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. 44E2 PG. 562 ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY TAX PARCEL-7-7-7 PA, ` 1 (1 ` = i' / i i-- \ %/ \ 1 - A PROFESSIONAL FORESTER OR TREE SPECIALIST. � � � -� �11)-U _ 1 \ 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING - - - _ _ _ _ _ ' - - ZONING: LI - \\36� -� HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH - �66_ HOLE UNTIL SOIL IS LOOSENED. P3 (4) Mom', 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL - _ _ �� ` ' ' - _ - - MV- ` - - — - - (1 PAS '' �- _ \ \ \ / CLEAN-UP. -___-_ _ �_\'; '-_ - �.� �(t�V- _ _ \ 1 \ _ / i i T \ _ ` ` �; _ (3)-Ps - -390_- -_�_ _ _ /_ , 1 - / P PRbPp TI S, L�C \ _ _ _ _ __ l County of Alb 1992 3.3$ ` - -' - _ _ _ \ �� �-�_� _ — - - - - �370 \ - - RgV - - -380—_ - - - ' ' _ _ AB. PARCEL 777 8C i t� - - EXISTING 4oQ \ \ OSE@TR€� / ' \� \ \ r� \ Conservation Plan Checklist -To be placed on Landscape Plans (Handhook, pp III-284-111-297 for complete specifications) 1. The foRoaing Items shall 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, 3. Pre -Construction Conference: U Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eaummetd Operation and Storage: 1� Heavy equipment• vehicular traffic and storage of contraction materials including sail shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: LI Such devices shall not adversely affect trees to be saved. 6. Fres: U Fires are not permitted within 100 feet of the dripline of trees to be saved 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet ofthe dripline of trees to be saved. 8. Protective Fencing: 0 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 Wells: ® When the ground level must 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 consruction detail submitted for approval. 11. Trenching and Tunnell U 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 reets- 12. Cleanup: M Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Dam ad trees shall be treated immediately by pruning, fertilization or other methods recommendedby a tree specialist NOTE:IT THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. 1/4/2021 OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) EAM BUFFERS . \ - -PROJ�€FSIESN-FfNC4� _ _ - / t / ZONING LI � /\ _ _ _ tG VARIABLE ID GRADING, - ---- - - - - - - - -- w\ ---� �'_ �^ ;�3 =- - -� \ \\ \�� 1 1 _7 D NAGE,&UTI ITYE EASEMENT -- / \�--� z — -_— ���J 350— \ BEAD-350 \` AREA MOORE'S CREE ' \ XISTING i / WILLPROPERTY I� 1 I STREAM BUFFE OWNER'S'S ASSOCIATION Y OCIATION INC. I C/O REAL PROPERTY INC I I f,y AX PARCEL T76M2-01--D Itl \ TREES UP TO 4" CAL. SHALL BE STAKED T Z G PU WITH 2-2"x2" HARDWOOD STAKES. I I^ / TREES OF 4" CAL. LARGER SHALL BE I(I— GUYED WITH 3 EQUALLY SPACED, TWISTED, 1 AND TURNBUCKLES. LOOP HOSE AROUND / TRUNK. FLAG WIRES WITH COURVEY TAPE. REFER TO SPECIFICATIONS FOR \ I I FURTHER INFORMATION 1 i It,1 DOUBLE STRAND GAUGE WIRE \ t� WITH RUBBER HOSE &TURNBUCKLES I I I �I � GU2"x2" HARDWOOD STAKE WITH RUBBER HOSE AND r `_ TURNBUCKLES 2/3 UP TREE CUT O REMOVE BURLAP FROM TOP �y 2„x2" HARDWOOD STAKES, ALIGN 1/3 OF BALL AS SHOWN I TOP OF STAKES \ \ SCARIFY SUBSOIL TO 4" MIN. DEPTH I I ' MULCH SAUCER MULCH SAUCER AMENDED SOIL MIX FINISHED GRADE I \ 1\ TREES UP TO 4" CAL. SHALL BE STAKED. I l—Ill TREES 4" CAL. OR LARGER SHALL BE I I \ I�=- = GUYED WITH 3 EQUALLY SPACED -Ill ll WIRES WITWISTED, #12 GAUGE WIRE WITH HOSE I 1 IIIIlll El r= 3 H F R AND TURNBUCKLES. LOOP HOSE CUT AND REMOVE BURLAP FROM TOP 1 AROUND TRUNK ABOVE BRANCHES ll Il- /3 OF BALL AS SHOWN AS SHOWN, FLAG ES TH l l-II III III / l SCARIFY SUBSOIL TO 4" MIN. DEPTH II x III COURVEY TAPE. REFER TO SPECS Ill 111 III III —III —I _III_ FOR ADDITIONAL INFORMATION. COMPACTED SUBGRADE — GR AMENDED SOIL MIX ls1Y. P IC SC LE I :III=11E IIIIIII COMPACTED SUBGRADE / Evergreen Tree Planting Detail / 40 0 /210 40 8 I I 511/06 Page of Not To Scale Tree Planting and Staking Detail ' Not To Scale / j ( N FEET) Source: Va. DSWC Plate 3.38-2 I /71 inch = 40 ft. Lic. No. 035791 1/4/21 J z 0 r m �-F zo� N WN 0 WN N Z> L1L J z0 Q WU Ln W z :D V / LJJ 0 0 U O O N OAW%e] ALE 1 SG 40' SHEET NO. 5 11 /CITY OF CHARLOTTESVILLE SS / D.B. 4462 PG. 562 / TAX PARCEL 77-7 _ ZONING: LI i i EXISTING 100 YEAR FLOODPLAIN / 0000 P SED PARKING / CITY OF CHARLOTTESVILLE T LIGHT FIXTURE Lic. No. 035791 1/4/21 loor (TYPICAL) / D.B. 4462 PG. 562 / / / 00 o.z / TAX PARCEL 77 7 / / x p•4 / ZONING: LI iiiiislllllllll 1• p ` / / 0.4 x x c 000, .3 x S x / / 9 5.6 7 0.4 x x 48 a ,.'° - -_,... 4,Z 6 66 Vxr/ Z x 22 ,.. 1• 8 x S Lq -- 1 m x / 64 Sy, f.. 4.8 0 x S6 �.... 1� ° w Ln 6.8 4.8 . p x - x x ,.., / 08 3g 4 68 S x / �J % of w 0 Ln Lu x x Z I / .1 1• 4.8 I O z 0 w x 31 4 x 66 - I .0 / x > > < a 0.9 / .x 0. -• "4 68 06 x / OS x 48 0 x x 0. 0•S '` •4 0> 0-6 xIce x S> 1.0 x 0, 0.8 Ip >S 8 6 05 ° x 9 q p•g " Six 06 x O,S x Z o x 62 09 0 I.4 x m I• 24 x 0,g g x 66 x (` PROPOSED WALL `?8 4.8 .0 C) 0 x PACK LIGHT FIXTURE 4 0•> x x X \ �j /L / S 3 (TYPICAL) 1 O,g 6``// Y. x °"S 'p o �0 I.p 4 � x 4,8 � >' G x Z.q x '0 x 1 P% OS x I.> x 0.2 •6 Six es-� I0 4 \\e x Iq 0 x x x \ \ 0.8 x • lI y 4.8 x \ z 6g x 1, x x 1 4'8 3 \ x Zq x x. x \ \\ 4.8 x 1.0 x 1.0 x IZ \ 1 x / 68 x .0 x 06 x :. 8 x 33 x S x 48 I q x Oq x 4 x x 8 Lu I..L 56 A Z•p 0,4 x Zp0 .8 2 x 1.0 / �\ A 48 / \ \ �\ LIGHTHOUS ND LLC \ s. * x 2 x I D.B. 500 8 w 4 2 a^ x s \ 1 ° 4.8 68 x 1.0 x 0 x a L3 a23 a PROPOSED WALL x I6 39 x 0> \ TAXZONAINGELLI77- z \ \ x q 1 3 PACK LIGHT FIXTURE �'Y x 0.9 \ \ \ 1 <\ H \ 6s 8 I0 4 4 (TYPICAL) 0. 1 x 0,g 04 \\ \\ x. 'A' o x M 17.4 x I. Lq " yv 0.9 g x 0.6 56 0 8 0-6 68 PROPOSED WALL x 0.6 \ m \ x PACK LIGHT FIXTURE 0.8 H \ S,6 48 1• I. (TYPICAL) 06 x x.0 0 x \ \ \ `h 11.4 x x \ 56 1 0 4.8 x �/ x 1 x •9 \\ 2•0 x • . 06 48 0 36 x \ \ / CITY OF CHARLOTTESVILLE` S6 o x Q 1 ° 68 D.B. 4462 PG. 562 ` \ IZ4 x 01 ° 4 x 4 2 p x 114 96 \ \\�l \ TAX PARCEL 77-7 s Z3 ,v b 8z -j ZONING: LI ` \ 6 Z0 46 ° 3 ® X ° zZ0 q8 x o \ x 0 x x 6.8 x Ip x z V \ ° 68 x 3.8 4.8 •8 ? H� z ` \ x 4,8 �' 08 %` 4 x 1.p x Z.p 2,3 0.8 urn x x x Z 0,6 � 9 Z 1 Z Z. x 4.6 4 x n 8 2 x x x 6. Lu x 66 �x 3S x O D J x \ 4. S .p .S 11. x 2.Z 6p 11.4 8 4.8 t. 1.0 q 66 CID 3. x } 0 Z x 2 PROPOSED PARK x 3,> p> o x.p 4.8 x .p x 4•> x 2.g x+ J Q LOT LIGHT FIXTURE x (TYPICAL) 6 0.9 YY 1 S x 6 x 1..5 U z \ x 08 0•8. 1.0 4.8 68 •9 x 0 I.. I ~ •o p 9 x .9 8 \\ x 26 x ,0 Y. x x S 43 Q9 0 0.8 0 06 w x 4.3 x 2. 4 I. p \_�-� 0 6 �--� \ 10 0 ° I.z x 0. .8 ul x C/J �8 O,g 08 PROPOSED PARKING Og 4 a 08 06 x (TYPIIC6AiL) FiLjURE Q 04 z -------- ----------- H - \ -------- - - - ,50,BU D SETBAC� W D -- W r � A<< ��� �� MOORE�EEK EXISTING 100 - YEAR FLOODPLAIN 0 z 5�- BEACH \ --------- AREA Lj > p w \ JOB NO. - 202193 ----- ' GRAPHIC SCALE / WILLOUGHBY PROPERTY ---- / SCALE - -- so o is ao eo 120 OWNERS ASSOCIATION INC. C/0 REAL PROPERTY INC 1 "=30' i TAX PARCEL 76M2-01--D ( IN FEETZONING: PUD SHEET NO. . � � ----- ) � _... ----- ------- 1 inch =eft. � i 1 1 6 i 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. 7G UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill. 8. ALL EXCAVA77ON 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 INSTALLA77ON 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 ® 0.3 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. 07HER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSEC7ONS 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 CO-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 7RANSPORTA77ON SPECIFICA7IONS UNLESS OTHERWISE N07ED 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 IF Concrete: 4,000P.S.I, Vibrated • Reinforcing 2 #4 Rebara, 1.5" from bottom" • 72" long, 5" bigb, 4" wide top, 7&guot wide bottom • Not dawn IQ scale) 6" I�4"� _ IL_ 12" �I I CII 1 V i Y IL- 12" -�Aj ;I 314" holes ;I iI iI IL 7"-1 I ' 72" OF 4" 2„ R CURB 6" ,A d °d d d4 d 7- 1' ��6 2 DV OT #57,#68, OR #78 STANDARD CG-6 STONE BASE UNDER CURB CURB &GUTTER & CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. 6"1 W2.1xW2.1 WELDED NOTE: BROOM FINISH WIRE REINFORCEMENT 7" CLASS A3 CONCRETE 7" 21A STONE 6" COMPACTED 21A STONE SUBBASE DUMPSTER CONCRETE PAD NOTE.' CONTRACTOR TO VERIFY WITH ON -SITE GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS - -- 2 VAN ACCESSIBLE wz o0 :2 o w o=) ma 7 O Of o Ln 0Uj w -o n J 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 TREES SHALL BE PLANTED A MINIMUM OF 0.4 x H DISTANCE FROM BACK OF BLOCK. SHRUBS MAYBE PLANTED ADJACENT TO WALL, BUT SHALL UTILIZE WATER PROOF BARRIER BENEATH PLANTINGS WITHIN 0.4 X H DISTANCE FROM WALL rLOW -PERMEABILITY SOIL 1 I- FILTER FABRIC yl6 I»{6 2'-0" --� .3 TO .4 OF H (TYPICAL) 6 578'OD SPUN STAINLESS STEEL CAP WITH V RADIUSED EDGE CONTINUOUS WELD GROUND SMOOTI TYPE 304 STAINLESS STEEL POLISHED TO SAT ❑ 6" SCHEDULE 40 (.280" WALL) STAINLESS STEEL PIPE ❑ 6" SCHEDULE 80 .432" WALL) STAINLESSSTE LPIPE 11 "OD X .250 THICK STAINLESS STEEL PLATE WITH 4EA 911TDIA HOLES STRUCTURF'N BACKF I LL 2'-0" TYPICAL DRAIN TILE BOLLARD D 11"DIA. LAG B17 OLT CONCRETE STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCATION (VAN) ' LOCA7ON FACE OF CURB BUMPER BLOCK PAIN PER EPAINTED VDO. TRIPE SPEC. 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 A1171-09. 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 WHINE) 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 MIN. WALL qz" SITE RAIL GRADE 4°J aQ SITE WALL d a, IYALL RAIL FASTL'NINGI DETAIL NOT TO SCALE EXIST. GROUND EXIST. GROUND STREET TREE \ (VARIABLE WIDTH) NO SCALE STREET CROSS SFCTIOJVS 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 W 1 .,1 A a STREET / TREE i, SIDEWALK PUNTING SIRUP GUTTECURBR IRA � WAY IRA SWAY GUTTER PLANRNG STRIP VAR. WIDTH R/W TYPICAL PUBLIC STREET SECTION TAR- KIPTII ROF) 4PON COURT 25 AfPH DESIGN NOT TO SCALE PROPOSED 1" SM-9.5 OVERLAY EXISTING PAVEMENT EX. STONE COSUBBASE MPACTED SUBGRADE ASPHALT PAVING - MILL/OVERLAY NO SCALE I RADION FVELDNr Iz CO CRbTRRUCTION JOINTPOSEO EXISTING PSPHILT LAYERS PROPOSED ASPHALT LAYERS EXISTING 9UBBA5E--TUTU-- PROPOSED SUBBASE ------- cowPACTEO aBa+stt CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM t YR INCH TNCR ASPH&T SURFACE COURSE (SEE NOTE S) i MI IMAM!DIDENONEIDV 0R GR ((SEC AS NECESSARY TO ABUT THE FULL THICKNESS OF INVING ASPHALT LAYERS NOTES, 1. ASPHALT PAVEMENT WINNING NULL HAYS A PAVEMENT DESION IN ACCORDANCE WITH "RENT VDOT PROCEOVRES AND RE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SH&L MEET ON EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EMSTING PAVEMENT. SUBSURFACE DFANAGE OF TIE EI MM AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DEMON, 3. A MINIMUM OF THREE CORES SNAIL BE TMEN ALONG THE CENTER OF THE ADJACDIT TRAVEL LANE TO DETERMM ME TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SMALL BE SPACED NO NOW TAµ 50D FEET APART. AN4. THE ADJACENT TRAVEL LINE SHARE.SHARE.BE MILLED A MINIM DEPTH OF 19 INCHES REPLACED ASPHALT 9URFIFE COARSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY TINCHESAD w1TH ENGINEER. 5. THE ENGINEER MAY RI THE MILLING DEPTH OF ME EXISTING PAVEMENT TO RE ADJUSTED TO ANEW AN ACCEPTABLE PAYMENT CROSS -NAPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT WRONGS AND MPAKERS WITHIN THE PREECT LIMITS SHAM BE RESTORED SUBJECT TO ME APPROVAL OF THE ENGINEER. 7. FOOL TRANSVERSE PAVEMENT TE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF TIE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TE-IN LOCATIONS DRUM. BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH ME REOURDAENTS OF SECTOR 3X.07(M OF THE SPECIFIC)TIONS. ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION 1. IE �SMEN )I AY BE PRECAST OR CAST N PEACE 2. CONCRETE TO BE CLASS AT IF CAST IN PEACE. MOOD PSI F PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR MIT (ALONG FACE OF CURS) WILL BE PAD FOR AS RADIAL CUB. 4. TIME DORM OF CURB MY BE REDUCED AS MUCH AS 3- 115" DEPTH) OR INCREASED AS MUCH AS 3• (21" DEPTH, IN ORDER MAT THE BOTTOM OF CURB WILL COINCIDE WITH TIME TOP OF A IMAGE OF ME PAVEMENT SUBSTRUCTURE. OTHERwSE TIE DEPTH M TO K W AS SHOWN. NO AOJU ZWE N ME PRKXE DO IS TO RE MADE FOR A DECREASE OR M NCPEASE N REAM 5, M-2 IS TO RE USED ON ROADWAYS MEETING TIME REQUIREMENTS FOR M-B AS SHOWN N MAI IN TIDE NEON ON GVOS URBAN STAOM NDARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPECTFDATIW REFERENCE 115 K2 2" SM SURFA 8" 21 BASE COMP, SUBGF ASPHALT PAVING - LIGHT DUTY PARKING SPACES NO SCALE CC-12 NOTE' COMPONENTS OF CAR RANDS CONSIST OF THE FOLLCWINI XYDRAaIC CEMENT SIDEWALK (DEPTH IN INCHES. AREA IN SQUARE YARD! CURB WHEN REWIRED (CG-2 ON CC-3 IN LINEAR FEET) GENERAL NOTES DETECTABLE WARNNC SIIRFME (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED OWES. EACH 01 THE ABOVE TENS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACHCURB CUT RAMP. 2. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL MEET THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR 00-12 DETECTABLE WARNING SAVE. SIDEWALK HARP 1M.1 M DETECTABLE AMONG SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS a8-1 MAX APPROVED PRODUCT DST NUMBER 72. WIS 3. SLOPING 90ED OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP`yam FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REWIRED BARS. 4. TEQUNED BARS ARE TO BE NO.5 X B" PLACED I CENTER TO CENTER ALONG R CBOTH SIDES OF ONCRETE COVER"1�/ERPMP FLOOR, ND -DEPTH OF RN.IP FLOOR. MINMLM 10�1 MAX 5. ROADWAY CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CAB TYPE A RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PERPENDICULAR 6. LIRB RAPS ARE REOUIRED FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURD RAMP SMALL MATCH SIDEW&K WIDTH. WHEN CURB RAMPS ARE USED IN NTH A SHARED USE PATH, THE MINIMUM WIDTH SHALL SE THE WIDTH OF THE SHARED USE PATH. 5'4N T. DETECTABLE WMMINOT SHALL EXTEND THE FULL WIDTH OF THE 14:1 WAX CURB FUND LANDING FLOOR, ;T. S. CURB NAMES WILL BE NSTAMED AND LOCATED WTHIN KDESTRIµ CROSSWALKSAS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. CURB RAMPS SHOULD HOT BE LOCATED BEHIND VEHICLE STOP LINES, LIGHT POLES, FIRE HYORANTS,CRCPINLETS, ETC. B S. RAMPS MAY BE PLACED ON RADIAL OR TANGENT& SECTIONS PROVIDED THAT PARALLEL TIME CURB OPENING IS PLACED WITHIN IME LIMITS OF THE CROSSWAK AM =)K. THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING ISPERPENDICULAR TO TIE CAB.10. DETECTIBLE WNMNG SURFACE PANELS SMALL BE INSTALLED RUSH WITHTHE BACK OF CURB.11. WHERE CUM RAMPS INTERSECT A RAIN SECTION OF CURB AT ENTIRMCES12'1 MA% ;ORSTREET CONNECTIONS TIME DETECTABLE WARlING SURFACE SHALL HAVE 90% xx MA FACTORY RADIS OR BL FELD-MOOFEO AS RECOMMENDED BY TIE MANUFACTURER TO MATCH TIE BACK OF WRB. SEE M-12-INS PAGES 204.05 AND 204.0] FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. 4' MNATE2HIGHER THAN EDGE OF PAVEMENT AT7XX .SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME uI .6"-2.4" C-C 0 0 0 O O Z L 1110000 0000000 0 0 0 0 0 LANDING RA1P u O O O O 0 O O 00 O O O O O O o - 000000000000000IN O° O D O O D D O O O O O O O % @ 0 0 0 0 00 0 00 0 0 0 0 0 0 000000000000000 DETECTABLE WARNING o AT DACIf OF CURB "-14^ SEE NOTE 11. BASE gAMETER I VARIABLE ILLL WIDTH OF RAP FLOOR PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL ONCATON `VE)OT A COPY OF THE ORIGIN& SEED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION TERENLE ROAD AND BRIDGE STANDARDS CG-12 DETECTABLE WARNING SURFACE REFERENCE Z05 SHEET t OF 5 REVISION DATE (GENERAL NOTES) 502 315 204.01 04/S VIRGINIA DEPARTMENT OF TRANSPORTATION -1 CG-2 A CG-12 5.U1 ,PEERMMISSIBLE COAST. * 12t YX s 5' x x A•TIP. N TRAVBITON GUTTER PAN SLOPE 2 I--'. AT X2" HIGHER THAN EDGE Of PAVEMENT r7 p TO 20H THROUGH RAMP LENGTH AEU WTIER PAN MMMUM MOPE NO AT X; %(, SAME AS TOP OF CURB TANGENT PLAN ,W0 xx 11 5. IN •K W. MA%. GW. TF SHAPE TO MATCH FACE OF ROADWAY CURB 2'-0" MN. 5'-0" MN. a' T,P. WM III.. AT Y.2" HIGHER THAN BMX OF CUR 12II 4 ' EDGE OF PAVEMENT 1 II AT X* SAME AS TOP OF LURE 20 .1 • ^ L MIN WA V CROSSWALK EXAMPLE PLACEMENT AT INTERSECTION WITH BUFFER STRIP NOTES: 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 5. 2. THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE BUFFER STRIP MAY VARY TO MEET EXISTING HELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS ND SLOPES ARE AS NOTED. 3. THIN COMBINED WMA LM IF PERPENDICULAR) DESIGN CAN BE USED WITH ADJOININGBUFFER STRIP. LANDOW AT BOTTOM OF TWO SLOPING SEES WITH 5'X 5' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CM BE PROTECTED BY A LMDSCAPED SETBACIE OR CONNECTED TO THE SIOEW&K WITH A WMPED SURFACE. 4. GUTTER PM SHALL BE A MAXIMUM SLOPE OF 200 AT THE RAMP OPENING. THE REWIRED LENGTH OF A PAR&LEL RA1P IS S. DIµONAL PLACEMENT IS NOT PERMITTED. /� LIMITED TO 15 FEET•RECMDLESS OF THE SLOPE. STANDARD fill CURB NVDOT SPECIFICATION A COPY OF THE ORIGNN SEALED AND SIGNED DRAING IS ON FILE IN THE CENTRAL OFFICE. �V�T RQAD "'° BRIDGE STANDARDS REFERENCE CG-12 DETECTABLE WARNING SURFACE RDAs AND BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE snEEr 1 of los TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 2oLGt 502 REVISION DATE SHEET 4 OF VIRGINIA DEPARTMENT OF TRANSPORTATION 04/18 204.04 TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE N PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB B" CURB 0 2 1 2 5 2 3 5 3 3 6 4 4 5 5 5 0 R T N T A 15 B A 15 =•eD SDEWALK N9ADR7F1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • �1111111111111111111I I�I�I�I�I�I�I�IyI�I�I�Iy`I�I�I�Iy -'1 � � L • • % SCOTTAR. Ci?LLINSZI H--M Lic. No. 035791 A 1/4/21 rs 1 w w Z 0 J z 0 F � d m U Z U) W O z LU 0 W H~M �• L) U) ; J u � H IZ. MA A W WIDTH OF ENTRANCE y �4Hf0 EXPANSION JOINT 4 D j BUSTING OR PROPOSED I a Y SIDEWALK ON SIDEWALK SPACE w CIIHB INCLUDED IN W EXPANSION MINT ENTRMICE GUTTER . y m D � AE $ 4 WF �e FLOW LINE O �w ENTRANCEWIDTH E%PµSION JOINT DESIRABLE NNIMUM 15' �� ABSOLUTE MINIMUM 12' EDGE OE PAVEMENT ,I LIMITS OF PEDESTRIAN ® ® UNITS OF PEDESTRM _ _ _w' AC E55 ROUTE ACCE55 ROUTE UNPAVED SPACE MON-TRAVERSABLE .' ONPAVEO SAME 51 OFFW WIDTH ° /lN� go + LIMITS P RI LYMS OF ELDEST LE55 ROUTE NW-TRAVEIt5A8LE E55 ROUTE N PEDESTRIAN ACCESS ROUTE DETAILS WITH &Rel WITHOUT UPAVED SPACE I� ADDITIONAL RIN ACCE WAY IS REOl1RE0 f LHE LIMITS OF PEDESTRIAN ACCESS ROUTE E%TENp BET010 EXISTING T-3" aq PROPOSED veOT gICHT-OF w AMlN ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS a UNOBSTRUCTED, STABLE, FIRMMID SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A HALF PLAN "+ FACILITY THAT CAN BE MPROACHED.ENTEREO AND USED BY PEDESTRIANS. °•" eY6eve eve • IF PEDESTRIAN ACCESS EMOTES ®ARE BEING PROVIDED A MINIMUM 4- TRAVERSABLE WIDTH IS W REOUREO MOTH A MAY. 2Y. CROSS SLOPE. SECTIONOB-B WHEN USED - CONJUNCTION NTH STANDARD HIS STAIN OR LIS T, THE WRB THE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH ICI l� UNPAVED SIDEWALK SPACE PMN30LIC THE MOUNTABLE CURB CONFIGURATION. f O CURVE T. NORMAL GUTTER ® ® _-- ® e. a. G. e .4 '4'P°bo4'94e S:i4 Po. w D ifl D% CH&NCE X .n.e: :e:e 48 4ga4oe: o4 pe".bg4. SECTION C-C 6" IDCRECATE BASE BASS AT w.Es.) caNc. FL•I TYPE 1512E 218 5'-0" 2'-0' I , V 12% Nµ. SLOPE 5'-0" ®POINT OF GRADE CHANGE 'FJII FOR VINO CUTTER DULY ■ • x 12 X MAXIMUM N SLOPE AT MINIMUM INTERVALS A �' OR FOR SIDEWALK CURB µD GUTTER BOLT WNNRRENTLY DECREASE 3 % MAGNUM DECREASE IN SLOPE FOR FIRST INTERVAL HD IT A TO- INTERVALS • % MA%Hlu1l DECREASE FOR SUCCEEDING MINIMUM , , I SECTION A -A ICY SECTION D-D W �~ �VDTF STANDARD ENTRANCE GUTTER SREFERENCE" Roro AVID MIME sTMNDNms Ul I--( SHEET 1 OF 1 REVDATE 502 1-� un 20.T D3 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION cc-n W A, ySTREET MAN APPROACH SAE (RADIUS TO BEAR AS YNNJNE ROADWAY II GENERAL NOTES NOTE 51 SHOWN ON PLANS) S C C (ISLE (SEE 1. WHEN CTIO IS FOR CONNECTIONS THE - - - - - - -+- I MUST DESIGNED I CONNECTION MUST BE DESICNEO IN ACCORDµCE WITH I I (RADIUS TO BE AS AA4NT0 P0.1CY MD ME MPUCAHLE REWRENFMB / RADIAL COMBINATION MNAIAI. NCLWINL SONT SHOWN ON PLUMS) BROMIDE REQUIREMENTS. CURB MD GUTTER / CG-e ( NOTE ]) - rl I ~I 2. WHEN THE ENTRANCE RADA CANNOT ACCOMMODATE TIME a- TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRENDS TRAFFIC. THE DEPTH FOR SIDEWALK M GARB RAMPS L I I WTIWN THE LIMITS OF THE RADISMOLLO BE T'. rT1 E NOTE I ,SEE NDTE 2) 5„ � OPTION& e" INCREASED TO I�1 I FLOW LINE 3. WHEN USED N CONJUNCTION WITH STANDARD W-3 mosmi "` TUTU it OR CG-T THE CB FACE ON TER STANDARD 0 TO CAR , EX PµgIOJ , EXPANSION BE ADJUSTED TO MATCH THE MOUNTABLE OEM .DM wa JOINT COMSEE F.+`/Il 4. SEE STNDARD CG-X! FOR CURB RAMP DESIGN TO BE STANDARD NOTES SIDTH R" %'-0" OR AS MNNLNE SIDWN ON TYRO& SECTION AJ ROADWAY USED WITH THIS sTMDND. S. POTION& FLOWLNE YAY REQUIRE WARPING OFA PLAN VIEW PPORTION OF CUTTER TO PRECLUDE BRINGINGOC F WATER. ENTRANCE NOTES - O MAN.IIE ROADWAY SLOPE 6. PLANS NE TO BANCATE WHEN CONSTRUCTION OF A ROW N 10 PARABWIC CURVE LIFE IS REOUIRFD TO PROVIDE POSITIVE MANAGE ACROSS EDl£ Cf BIDLLOER Oi OPTION& ROW LINE •XMX. SLOW CNMIGE I THE ENTRANCE. _ D --- T. ]. MAW ME PAVEMENT SHALL BE CONSTRUCTED TO THE Y R/W LINE EXCEPT MY SUNNI STABILISATION --- MAILIIE ROADWAY TUTU REQUIRED FOR MARLINE PAVEMENT WHICH CM BE B%NAX D OMITTED INME ENTRMICE.) SLOPE CHµG B. RAJML OURS OR COMBINATION CURB AND GUTTER COMB, ATIO BEYOND THE RONGUTTER D SHALL NOT BE LINE EXCEPT FOR REPLACEMENT PURPOSES. 20'YINWY FOR B. THE DESRABLE AND MAGNUM ENTRAIN!£ GRADE CHANGES S' MIN.- COMMERO& ENTRANCE D" ARE LISTED IN ME ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLCMLE TO STREET Is CONSTRUCT GRACE CHANGES WITH A PMABWC CURVE. CONNECTIONS. SECTION A - A ALLOWABLE ENTRANCE GRADE CHANGES IAML B i• TA' -- ENTRANCE VOLUME cRADc cNANCE O' pEDRIBLE MAXIMUM HIGH I MORE THAN IWO VFD Ox 3x MEDU 800-1ROD w0 93x Bx Eow LESS TRIM WO wD SBX B% GLASS A3 .i, Y "• 'E' '�' NOTE, ALOWIBLE ENTRANCE GRADE TABLE IS NOT IM.E.S.I.i, 'G . APPLICABLE TO STREETCONNECTIONS SECTION C-C ='E;�" METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VRGINA DEPARTMENT OF TRANSPORTATION z w z J 0 U 0 of U 3 w w a J 0 L_ 3 ° 0 U, 0 If `o a O 6 2 a 0 U 0 0 0 E z o _. J J D N J W ID ° 3 J 0 LL J LL 1� T 11 0 O O 11 -D z ID 0 J 11 D d ' O O v/ PL L Ul ° LL 0 a� O J1� 11 w D Q O 3 73 I�D I n U V / D J w ° LL 1 � OID p� z M T D c ° Z) CD z z_ 0 w W W Z zED z E1- W 11 (n Z J J O 0 O D O a O 1 U D U z x D D O` D O W < W W J = U d T7 JOB NO. 202193 0 A SCALE ° 73 AS SHOWN 0 O SHEET NO. a H WATERSHED SUMMARY FOR SUBAREA A 55 POST -DEVELOPMENT STORMWATER MANAGEMENT PLAN, SCALE 1"=50' STORMWATER MANAGEMENT NARRATIVE: Area, Flow, 1-year 2- ear Flow, // OVERVIEW: 0� CN y y ear Flow, 10- y-- /�' / �- THE PROPOSED STORMWATER MANAGEMENT PLAN COMPLIES WITH PART IIB SWREQUIREMENTS. CHANNEL & FLOOD PROTECTION %T ac. cfs cfs cfs / 1 ( O° COMPLIANCE ARE MET IN ACCORDANCE WITH MINIMUM 9 VAC 25-870-66 REQUIREMENTS & WATER QUALITY REQUIREMENTS HAVE BEEN 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 O ~' 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 O STORM SEWER SYSTEMS DISCHARGE INTO TWO PROPOSED STORMWATER MANAGEMENT FACILITIES, EACH OF WHICH HAS A CONCENTRATED A 1 4 21 Q' CN Area, 1-year Flow, 2-year Flow, 10-year Flow, o OUTFACE.Y DETENTION BASIN 'Ap / / DR' ATTENUATES RUNOFF FROM SUBAREA 'A' AND UNDERGROUND DETENTION SYSTEM 'B' ATTENUATES p ac. cfs cfs cfs _ / �/M 40' OF OLF w� G EL V=14' OUTFOALLS. SUBAREA'B'. CHANNEL AND FLOOD PROTECTION ANALYSES WERE PERFORMED AT BOTH OF THESE FACILITIES' CONCENTRATED ��SSIONAL F, DA B (Post-Dev.) 1 91 4.31 3.30 10.83 21.75 985' OF CHNL. FL W 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 SWIM FACILITIES' OUTFALLS 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 4W �/ \ / _ \ ■ THE 10-yr POST-DEV. STORM EVENT WITHIN SWIM FACILITIES) AND THE FLOOD PROTECTION LIMITS OF ANALYSES STOP AT THE OUTFALLS �� SINCE SUBSECTION C.3.c IS MET (THE SWIM FACILITIES OUTFALL TO A MAPPED FLOODPLAIN OR OTHER FLOOD -PRONE AREA). PROPOSED LIMITS OF /- / / / ' WATER QUALITY SUMMARY // /j -` DISTURBANCE COINCIDES WITH PROPERTY LINE , / - �� • 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 ��� , , /� �_-_-`�-- i,��° �; ; ' - " • / :��� �` �, / Ibs/yr. THIS PHOSPHOROUS LOADING IS MITIGATED THROUGH THE BEST MANAGEMENT PRACTICE OF PURCHASING NUTRIENT CREDITS. 100' OF OLF w/ A = A A I I / / ,'/ ' , ' A� A , , i - / / / •ya ��,� .� -� `�°-- _ _ 1,000' OF CHNL. FLOW /� i 11� Post-Dev. Subarea A Im ervlOUs Area Summa Road &Parking Areas 35,650 sf Pro osed Sidewalk 1,825 sf - _ 37,475 sf r_ A - - / / - - - - _ - _ & Parki reas 5 sf - - - \� _ Post barea um �.6i ac: / / Dev. Su Impery mary I g VJ / -�- - j ..♦ / o Road n A B a S66,72 � m ' ious Are fiC o. lff hrs \ / _ \/ C 'fig \ - n° \ Z - �/ Proposed Building 78,875 sf Z / z LU 1W 5.67 FFE=380.67 \ \ \ 386 / / / �� \ \ \\ ✓ a / ! /, 'i / \\ \ �\ \ \ / � ° ., .. � - -- � - -• i , / / 380 � \ : - _ _, /,5g0 / � � '� i//jam ..,and • 37�69 \9L WO ci 370 - - \ J 5.06 ac. \ / - - -- •' - -37a- Tc=0.10_hrs _-. ♦ // !; - z -------- z Q 3VT P Post-Dev. Impervious Area Summary (For Water Quality) -SO T tt(t�M" �� �" \ \ VRRM Water Quality Boundary defined by ESE LOD Boundary) P9SED i-HWiTS-flF= - _ _ ---- BU6FEf�T�'E. / � ( ' PROPOSED -LIMITS -OF- - - - - - -� \ __HISTURBANCECEg DES �_ �� Road & Parkin Areas 103,275 sf W DISTURBANCE COINCIDES Js0\� / / _ WITH PROPERTY 0, WITH PUBLIC EASEMENT` \ � J % - _ _ _ _Y�I- - -FEMA 100-YgfLO6DPLAIN M��EEK \ \ \ \ \ LProposed Building 78,875 sf LIMITS-, YP. Proposed Sidewalk 10,075 sf M ~ ---- _ � \ 192,225 sf C WATERSHED SUMMARY FOR SUBAREA A 5S PRE -DEVELOPMENT STORMWATER MANAGEMENT PLAN, SCALE 1"=50' Pre-Dev. Subarea A Impervious Area Summary N /7 / LE raQ Area, 1-year Flow, 2-year Flow, 10-year Flow, Road & Parking Areas 15,100 sf n CN � - oo �- Misc. Abandon Structures 1,500 sf ac. cfs cfs cfs / \ � Exposed /Bare Earth 9,500 sf ' DA A (Pre-Dev.) 89 0.68 2.08 2.71 4.63 26,100 sf N / I Pre-Dev. Subarea B-1 Impervious Area Suz mma � WATERSHED SUMMARY FOR SUBAREA B N Road & Parking Areas 26,950 sf I --I Area, 1-year Flow, 2-year Flow, 10-year Flow, /"M�o/ / " / \ "� Misc. Abandon Structures 2,000 sf W N Z CN ac. cfs cfs cfs - - / / //, ' �v Exposed / Bare Earth 1,100 sf DA B-1 (Pre-Dev.) 78 1.49 2.69 3.81 7.46 / / \ 30,050 sf rr nn DA B-2 (Pre-Dev.) 77 3.50 6.00 8.57 17.01 / \ ♦ �� I Pre-Dev. Subarea B-2 Impervious Area Summary z W V ■ I z z 77 4.99 8.69 12.38 24.46 ` / ' n ♦ \ Road & Parkin Areas 57,750 sf a ♦♦�♦ ♦ Misc. Abandon Structures 6,200 sf i, PROPOSED LIMITS OF W / �i / / 7 Exposed / Bare Earth 7,650 sf > C) �� // �/ ♦����\ DISTURBANCE COINCIDES NE - '� 71,600 sf W WITH PROPERTY LI � , � � _ ��/ ' / ♦� 41V� LV i.� NDE RU _--- -- -"--"` - - . DAB 1 U TAINED �30 / �' /' � MOORES CREEK -�. �fi _ _ - i-4 j Q / CC to ♦ / / 2 hrs. -, AyT0 t �� _ �/ ♦t �� / 1�°� i�� -v - / R �/ L.L \ w �3 OLF w ELEV=7'10 DA - - / �g6 y. , (UNDETAINED RUNOFF 70OFF L9YJ w/ A TO MOORES CREEK') / / , �V / / � '�� CM _ �l ELEV/=11' 0.68,ac: _ / as / a /Ul 0 - CN 90 / ' / ' '� a 7 / /"hy'� I� `' - 01 PROPOSED L S F ��� _� ----378- Tc=0.10 hrs. �� - - - - �'� _ �'_ -� ► LE 310' CONC.OF OWFw/ /o E�Ev� 2sJ / E -_ Tina'\ \ \ C // / • \ %30' of CHNL. FLOW ♦I��� / v a� W � LL IV 4V �/ // / V / RUNOFF I� "� .............. _ .� (,l�NTAINED \ fA TO'MOOFFS-CREE / A - _ 86 , / Tc= .10 hrs. 3 2 0' \&F�ONC. SLOW 1, , ', - _ - j '/� S - �l \ 02 v~i 2 z \-- \ \� 37$�--- ���'--�'�'/�i� ,�/ ,560 �- j_ \111 \ kp, )O O r- ' 80�_-//� J A 1 3�� 370 \ _ _ _ _ _ f ♦ - - - _ _- _ / Pre-Dev. Impervious Area Summary (For Water Quality) > ` �- s�4 r� _ 70� - _ _ _ j // - \\ (VRRM Water Quality Boundary defined by ESE LOD Boundary) W - - - - - - - - = f _ / Road &Parking Areas 105,275 sf o = Misc. Abandon Structures 9,700 sf `^ \ \ ` �� �♦ _ - - - - - - \ , - Exposed / Bare Earth 26,300 sf JOB NO. \ - ----- - o - _ - � � �J - / 1 \\ 141,275 sf 202193 CHANNEL AND FLOOD PROTECTION SUMMARIES SCALE PG5EDi-HW1TS-flF= - - - - - ' - - - - - _ \ / �- -_6ISTURBANCE CEDES E Concentrated Outfall Method of 9VAC25-870-66 Method of 9VAC25-870-66 Method of 9VAC25-870-66 Method of 9VAC25-870-66 1"= 50' PR OSED-LIMITS`OF - - - \ 3s��� / WITH PROPERTY LINE DISTURBANCE COINCIDES o / - 00R� (Point of Analysis) Channel Protection Compliance Limits of Analysis for Channel Protection Flood Protection Compliance Limits of Analysis for Flood Protection WITH PUBLIC EASEMENT` _ _ _ _ _ - - -FEMA 100-Y$ FLOODPLAIN / MCREEK SHEET NO. ¢5%TMP - ' 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) W -1 Proposed Sidewalk 7,575 sf O z W 1531175 sf o r e / / PROPOSED L S F Overall Acreage Summary ~ > F 0-1 / / W / / / , 1 FF=380.67 J � 378- / I / / \ Pre -Development Post -Development Area, ac. Area, ac. DA A 0.68 1.36 1.49 DAB 4.31 3.5050