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HomeMy WebLinkAboutSDP201900058 Plan - Other (not approved) 2020-01-02GENERAL NOTES l ake Rd OWNER: CURRELL CORPORATION !•"" \�'�H 0�� 35 OLD FARM ROAD CHARLOTTESVILLE, VA 22902 2415 IVY ROAD COMMERCIAL y DEVELOPER: HUNTER E CRAIG COMPANY �Fa ��• B�` -\ SCOTT R. COLLINS'2� 1900 ARLINGTON BOULEVARD Lic. No. 035791,E CHARLOTTESVILLE, VA 22903 �� School Beelfle d c mp�s (434) 974-4500 o� Cl\ ENGINEER: COLLINS ENGINEERING �sSIONALAO C E� 200 GARRETT ST, SUITE K REDEVELOPMENT PLANTDeveopmentlLaboratory CHARLOTTESVILLE, VA 22902_ ""°°°•<° (434) 293-3719 � 41heeler Realty Co C' TAX MAP NO.: 06000-00-00-025AO COB17/568 P co AtlanticResearch Group Q SUBJECT AREA TOTAL PROJECT AREA: 3.89 ACRES TOTAL ia� L" PeITIArt unive IN L SITE PLAN2: 0 of Chart - .. � z Z NOTE: A BLA IS BEING PROPOSED WITH THIS SITE PLAN TO RELOCATE THE PROPERTY LINE THAT 9 W w The Market at Bellair 601 Q Greg Leffler -Slate Farm CURRENTLY PASSES THROUGH ONE OF THE EXISTING BUILDINGS. THE NEW PROPERTY LINE WILL BE � Faulconer p p LOCATED JUST TO THE WEST OF THE BELL -AIR MARKET BUILDING, AS SHOWN THIS PLAN. THE SAMUEL MILLER MAGISTERIAL DISTRICT �Construc,ianCo.,lnc U UPROPOSED BLA WILL ADD AN ADDITIONAL 0.91 ACRES FROM TMP 60-25B TO THEHE PROPERTY (TMP �`'�60 25A), WHEN COMPLETE. NO IMPROVEMENTS ARE PROPOSED WITHIN THIS 0.91 ACRES. THE 'o Printing& s Copying Services O PROPERTY LINE ADJUSTMENT (AS REQUESTED BY STAFF) IS THE ONLY MODIFICATION ASSOCIATED WITH ,: a z ov U THIS AREA. ALBEMARLE COUNTY, VIRGINIA L ��� 0 ' =w University of Virginia d r r Cn NEW TOTAL PROJECT AREA (AFTER BLA): 4.80 ACRES Police Department � U)) 0 LU ZONING: C-1 COMMERCIAL ZONING. THE PROPERTY IS ALSO SUBJECT TO THE AIRPORT IMPACT AREA (AIA), ¢, Teague F� Z Wp p ENTRANCE CORRIDOR (ARB), AND STEEP SLOPES OVERLAY DISTRICTS AS DESCRIBED IN SECTION 30 SHEET LAYOUT zs z Q z z OF THE ZONING ORDINANCE. THIS PARCEL IS ALSO SUBJECT TO THE ACTION OF A SPECIAL USE PERMIT GRAPHIC sC ALE Q g GRANTED IN 2004 WITH SP2004-00021 FOR A BALLET SCHOOL. SCALE: 1" = 6 0 ' 0 30 60 120 24!i W LU VICINITY MAP '"' > z rz rz ■ W i i TOPO & SURVEY: SURVEY PROVIDED BY ROGER W. RAY & ASSOCIATES IN AUGUST 2019. TOPOGRAPHY IS FIELD SURVEY \°\° SCALE . 1 �� = 1 ~ Q a PERFORMED BY ROGER W. RAY & ASSOCIATES. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN ° IN FEET SEPTEMBER, 2019. A°\° ( ) Uj z i inch = 60 ft. LEGEND o 0 DATUM: NAD83, NAVD 88 R=2962.75 \°\ oy ROADS � tie LU aL=208.85 \° EXISTING CULVERT w a EXISTING CONDITIONS: RELATIVELY FLAT DEVELOPED SITE WITH (2) EXISTING COMMERCIAL BUILDING, PARKING, AND OUTSIDE\°\° GRAVEL STORAGE AREA. THE COMMERCIAL BUILDING PROPOSED TO BE RENOVATED FOR A CHANGE IN \ \ DROP INLET & STRUCTURE NO. USE IS 28,960 SF AND THE EXISTING COMMERCIAL BUILDING THAT SHALL REMAIN (WITH NO \° oN CURB IMPROVEMENTS OF CHANGES TO THE CURRENT USE) IS 17,425 SF. x \°\ CURB &GUTTER PROPOSED: THE EXISTING COMMERCIAL RETAIL BUILDING WILL BE RENOVATED FOR THE FOLLOWING USES: \° PROPOSED ASPHALT 2,500 SF RESTAURANT ` OO '\ 001 \° PROPOSED CONCRETE W 2,000 SF COMMERCIAL GROCERY STORE ® a s \° Q i CD 21,180 SF COMMERCIAL OFFICE \° PROPOSED PAVER (IMPERVIOUS) C) 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION x BENCH MARK TOTAL SQUARE FOOTAGE: 28,960 SF o \° + EDAR n. CEDVDOT STANDARD STOP SIGN \°\O SS EXISTING BUILDING TO REMAIN WITH CURRENT USES: =oo \° EXISTING CONTOUR 2,465 SF MEDICAL OFFICE 6,800 SF BALLET SCHOOL \° T.M.P. 60-24A 8,160 SF COMMERCIAL OFFICE UNIVERSITY 184, IA FOUNDATION J \° D.B. of 5P SHEET INDEX O x ZONING: RAA TOTAL SQUARE FOOTAGE: 17,425 SF / o \° USE: RURAL/RESIDENCE \° SHEET M LU WATER SUPPLY PROTECTION AREA: N/A _ ��'�� \° COVER SHEET 'A \ \° EXISTING CONDITIONS & DEMOLITION PLAN 2 CY) WATERSHED /WATER RESOURCE AREA: RIVANNA RIVER DRAINAGE BASIN o\ \ - \°\° LAYOUT AND UTILITY PLAN 3 _�• GRADING &DRAINAGE PLAN 4 CV I _ NOTE: LAST (4) SPACES DO NOT \O NOTES & DETAILS 5 J • COUNT TOWARD OVERALL PARKING \0 ALLOWABLE DENSITY: N/A \ II \° LANDSCAPING PLAN 6 X X X \° STORMWATER MANAGEMENT PLAN 7 _ PROPOSED DENSITY: N/A o :\ \° f • \° TOTAL SHEETS 7 I� PROPOSED io,Soo SF GREENWAY DEDICATION: N/A -EXISTING PAVED PATHWAY ON THE PROPERTY TO REMAIN 3 OFFICE (INCLUDING 3,a8o SF OF \O C ) MANUFACTURING/ PROCESSING/ EXISTING ASSEMBLY/&FABRICATION MEDICALOFFICE EXISTING - \° NOTES: (� e e ,o • SPACE BALLET(6,8 oSFooL \° CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND BUILDING HEIGHTS: EXISTING (1) STORY BUILDING TO REMAIN. MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 65 FEET. • • +• - x (=,4655F) o\ \° UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING w CN NOTE: HEIGHT OF BUILDING OVER 40 FEET OR 3 STORIES SHALL PROVIDE A STEPBACK PER SECTION 4.20. POLE s \° WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND Q \° UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. \ SETBACKS: FRONT SETBACK: 10' BLDG. MINIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. POLE ° \° x TRPLE ©I I THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR 30 BLDG. MAXIMUM FROM R/W OR EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDE R/W. ASH PROPOSED i3,96oSF 1-- o \° TO ANY WORK ONSITE. LLJ LUT.M.P 60-25 OFFICE I J 10' MINIMUM FOR OFF-STREET PARKING OR LOADING SPACES FROM ANY PUBLIC STREET R/W. ROSSER ASSOCIATES + --� - D.B. 1083-50 ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO J_ CC SIDE & REAR SETBACK: - G D.B. 635 308 PLAT � ' 0 EXISTING PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR \ MINIMUM: IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC ZONING: C-1 COMMERCIAL OFFICE J �\ 1 o - OFFICE SPACE - I =a USE: COMMERCIAL OFFICE I I e,�6osF _ I o SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE DISTRICT: I NO PORTION OF ANY STRUCTURE EXCLUDING SIGNS SHALL BE LOCATED CLOSER THAN 50 REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK O _ II FEET FROM THE DISTRICT BOUNDARY; AND (II) NO OFF-STREET PARKING OR LOADING SPACE SHALL BE \ COMMERCIALRETAIL REOAURANTSaoSF _ I _I EXISTING -" ® THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE Uj O WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS LOCATED CLOSER THAN 20 FEET TO THE DISTRICT BOUNDARY. I ____ _ GAS STATION/ WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE fj CONVENIENCEUj IF THE ABUTTING LOT IS ZONED COMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SHALL BE ------ STORE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. i350 SF \ ° AL CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. °�. ° a J MAXIMUM: NONE rs \ � _ - ---_ �________________ _ _ PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. LU - - L�..� ., . L SIGNING AND _______- - -- � ADDITIONAL NOTES: LU STEPBACKS: FRONT - FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY - \, „ _ ° ° ° ` ----- 0 1. ALL GRASS AND LANDSCAPING AREAS SHALL BE PRIVATELY OWNED Q ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE � � s ° - , 15 FEET. '� >s- --� �, - - - - T - __ •_------= -� �'��°`F AND MAINTAINED W C%) d =s,=s._ 5 \ k -97 7 H SIJIJ SIGN ''° . 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAY C) SIDE & REAR: NONE '' 04 of a POLE' AND TRAVELWAYS AND WILL NOT MEET THE STANDARDS FOR f SIGN AND � ---- _ - - � �_�ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS PRIVATE TRAVELWAYS: CURB & GUTTER TRAVEL WAYS 'a=--- �` �. - � , , --°"` `=19so:oo-PAR --------------____ WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF w i 'SIGN o L=387.34 --- --- ----- ------ �N • °"E- - --__- -- - PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER LU TRANSPORTATION R THE COUNTY F ALBEMARLE UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER _---_-------q\si a 3. THE PROP - _____- � SIGN-T'-- - -_--_ - -- ---- ------ -- -- AND SEWER. U PROPOSED TRIP GENERATIONS: ITE TRIP GENERATION LOTH EDITION AGRICULTURAL/ FORESTAL DISTRICT: NONE _- --- -- __ _---------- ( , ) � LL ------ -- ----- 2,500 SF RESTAURANT = 280 VPD (25 VPH AM & 25 VPH PM)Uj EXISTING VEGETATION: TREES ALONG THE WESTERN PROPERTY LINE AND (3) LARGE TREES ALONG THE SOUTHERN BOUNDARY. --- 2,000 SF COMMERCIAL GROCERY STORE = 214 VPD (8 VPH AM & 19 VPH PM) ADDITIONAL LANDSCAPING AND VEGETATION ALONG THE NORTHERN PROPERTY LINE. 29,340 SF COMMERCIAL OFFICE = 286 VPD (34 VPH AM & 24 VPH PM) LU --- 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION = 13 VPD (2 Uj T.M.P.Z6c-A-o1 'i � T.M.P. F6c-B-o1A VPH AM & 3 VPH PM LIGHTING: EXISTING LIGHT POLES AND BUILDING LIGHTING SHALL REMAIN AS IS. NO ADDITIONAL LIGHTING IS .M.P.CAN7 C-A 01 BERRANG, KATHI ) D.B. 4648, PG.38o D.B. 1998, RESIDENTIAL 2,465 SF MEDICAL OFFICE = 86 VPD O PROPOSED WITH THE SITE PLAN AMENDMENT. ANY PROPOSED LIGHTING MUST COMPLY WITH I ZONING: R-1 RESIDENTIAL r 1 ZONING: R-1 RESIDENTIAL USE: SINGLE FAMILY DETACHED LOT 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) `J REQUIREMENTS OF SECTION 32.7.8 &SECTION 4.17 OF THE ZONING ORDINANCE. LIGHTING PLAN WILL USE: SINGLE FAMILY DETACHED LOT BE SHOWN ON THE FINAL SITE PLAN FOR THE PROJECT. 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) 0 w RETAINING WALLS. NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. A STONE WALL, FOR TOTAL PROPOSED TRIPS/DAY: 2,372 VPD LANDSCAPING: A LANDSCAPING PLAN SHALL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH STREAM BUFFERS/FLOODPLAIN: NO STREAM BUFFERS ARE LOCATED ON THE PROPERTY IN EXISTING TRIP GENERATIONS: (ITE TRIP GENERATION, 10TH EDITION) ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES SHALL ALSO BE INCLUDED WITH THE SCREENING PURPOSED ONLY, IS PROPOSED ALONG IVY ROAD ADJACENT TO THE ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION PROPOSED PARKING LOT. 28,960 SF COMMERCIAL PM) IL/HARDWARE = 265 VPD (32 VPH AM & 78 VPH � Q O LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. ORDINANCE. THE PROPERTY ALSO DOES NOT LIE WITHIN THE LIMITS OF A 100-YEAR FLOODPLAIN, PER FEMA MAP NUMBER 51003CO267D 2,465 SF MEDICAL OFFICE - 86 VPD 0 TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE BUILDING. RECREATION: N/A ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR ANY ` STREAM BUFFERS OR 100 YEAR FLOODPLAIN LIMITS WITH THE 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) Q r CRITICAL SLOPES: MANAGED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. NO REDEVELOPMENT OF THE PROPERTY. THE PROPERTY IS NOT LOCATED 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. 0IMPACTS TO MANAGED SLOPES ARE CURRENTLY PROPOSED WITH THE DEVELOPMENT. WITHIN A STATE DAM INUNDATION ZONE OR FEDERAL DAM TOTAL EXISTING TRIPS/DAY: 1,844 VPD N I--1 INUNDATION ZONE. PARKING REQUIRED: RESTAURANT: 2,500 SF x 13 SPACES/1000 SF = 33 SPACES BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. TOTAL INCREASE IN TRIPS/DAY: 528 VPD U) W RETAIL: 2,000 SF x 80% x 1 SPACE/100 SF = 16 SPACES r� OFFICE: 31,805 SF x 80% x 1 SPACE/200 SF = 128 SPACES STORMWATER MANAGEMENT: STORMWATER MANAGEMENT FOR THE PROPOSED IMPROVEMENTS APPROVALS DATE wqj- LAND AREA: (TMP-6025A WITH PROPOSED BLA ADJUSTMENT) - TOTAL ACREAGE (4.80 ACRES) BALLET SCHOOL: 8 PARKING SPACES U EXISTING BUILDINGS: 46,385 SF - 1.06 AC. (22.2%) ON THE SITE AND A 20% REDUCTION FOR WATER RUN-OFF SHALL BE DEPARTMENT OF COMMNITY DEVELOPMENT p NLU MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION: PROPOSED PAVED PARKING AND TRAVELWAYS: 22,950 SF - 0.53 AC. (11.0%) ACCOMMODATED WITH ONSITE FACILITIES. THESE FACILITIES, AS PLANNER/ZONING - a Ln 1 SPACE/EMPLOYEE ON THE LARGEST SHIFT (7 EMPLOYEES) = 7 SPACES o SHOWN ON SHEET 4, SHALL INCLUDE IMPERVIOUS PAVERS, WATER ENGINEER JOB No. SIDEWALKS: 3,505 SF - 0.07 ACRES (1.5 /o) QUALITY SWALES, AND UNDERGROUND DETENTION. ADDITIONAL 1 SPACE/500 SF OPEN TO PUBLIC (500 SF) = 1 SPACE (2 SPACES MIN. FOR CUSTOMER PARKING) EXISTING PARKING AREA/GRAVEL STORAGE: 87,300 SF - 2.00 ACRES (41.8%) WATER QUALITY NUTRIENT CREDITS MAY BE REQUIRED TO ACHIEVE INSPECTIONS 18Z158 GAS STATION/RETAIL (TMP60-25B): 2,350 SF x 80% x 1 SPACE/100 SF = 19 SPACES OPEN AREA / LANDSCAPING AREA 52,055 SF - 1.14 ACRES (23.5%) THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. A FINAL ARB FM TOTAL PARKING REQUIRED: 213 SPACES REQUIRED WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW AND DEPARTMENT OF FIRE RESCUE SCALE APPROVAL, PRIOR TO LAND DISTURBING OPERATIONS AND PRIOR TO ALBEMARLE COUNTY SERVICE AUTHORITY 1 11 -60' PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 213 SPACES IMPERVIOUS AREAS: 159,430 SF (3.66 AC) TOTAL FINAL SITE PLAN APPROVAL. VIRGINIA DEPARMENT OF TRANSPORTATION 96 EXISTING PARKING SPACES AND 117 PROPOSED PARKING SPACES - SHEET No. NOTE: THERE WILL BE A PARKING EASEMENT ON THE TMP60-25B PARCEL FOR THE EXISTING 15 PAVED PARKING AND CIRCULATION AREA: 110,250 SF NOTE: ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND HEALTH DEPARTMENT PARKING SPACES BEHIND THE RETAIL STORE. NOT OVER SIDEWALKS. 1 IRON OUND \ \a A \ a o L=206.85 a MH 20' SANITARY \ \ SEWER \ \a ESMT. (D.B. 2706 \ o a � -178) \ \\ \ \ ! POL a TEMP. \ \ \; - ON STR. \ IRON''-___ a SMT. \ \ SET (D. 2706 A\ \ -- 1,vs S3 0 ---- \a AO T °'E o o\° T/0N \z �Ni 6-�' �NC GRAVEL \ \ 8 SS _- 9 F�-, O� TR a \ \ \ CTRjC A0�FR ` \ ` EXISTING FENCE INVJN= Eq \ \ \ ENCLOSURE AREA 556.39 \ \' TO BE REMOVEDTOP-\ % \ \ \ DI AVED 12 \ 565.42 ID GRAVEL CEDAR a V - do \ s' T.M' 60-25A ' EXISTING LINV IN= \a DI \ LOT A LIGHTPOLEAND POL _ 426 TOP= 82.0 \ \ ORES OVERHEAD POWER \a ' TO BE REMOVED I V=578.5 w w Ln w a w Ln w D 0�� z_ \ y J a 2 FRAME I U \a BI DC ~ \a O \a O PAV D ° T \a E so \ CE LIGHT a POLE I \ # o ° PAVED a\ g ° ° a I e WOODEN 20' 20' a B \ \ WALL a° CONCRETE ° I DUMPSTER a\ UA DRAIL HAD i ® ENC X X °° CON C R oE°TE' ° NOTE: LAST (2) SPACES DO NOT COUNT TOWARD THE OVERALL PARKING P\e FORMERLY STATE °HE ROUTE 754 OHE ° PAVED (60' R/W) � � N69°07'00"\N #� METER C B -�_-� 128.09 GUARDRAIL T.M. 60 24A �- \ UNIVERSITY OF VIRGINIA FOUNDATION \ PAVED / D.B. 5184, PG.139 - w - _ W� GJ GRAPHIC SCALE r - A _ ----GRAVEL \ 9 >, . \a ZONING: RA - - - - L -- \ � USE: RURAURESDENCE SdD_Se9 30 0 15 30 so 120 Q� R WALL C/V `564 �_ a A o DI S EXISTING ( 1N r'E E'1' ) \ ♦ �' 68 U MANAGED a 432 1 inch = 30 ft. SLOPES TO \ \ EXISTING GRAVEL 6" PIPE GRAVEL REMAIN a C?. \ AREA TO BE i INV.IN= \ S� �� \ REMOVED FOR i 556.55 --- CLIP _, \ EXISTING ° PROPOSED IRON \ PROPERTY LINE LANDSCAPING Rio IN U FOUND RELOCATED ° DP \ NV.OUT= Di TOP- o ° 5 5. D \, TO BE RELOC F 560.1 a WITH A BLA TOP=58' 9 \ LIGHT 1N .IN 556.37 _ WAL �E V=578.8 \�``. o GRAVEL POLE 558.9 Nv.1N NV.OUT ° ° G QI _TOP \a / �. \ 555.27 8.90 555 5� -7 ° ° ' - �# 15" GMP _ NOTE: LAST (4) SPACES DO NOT _ \' \ DI TOP 12°' CMP INV IN= ;° �a o � _ COUNT TOWARD OVERALL PARKING N .IN= TOPO 55528 V.IN \ 57.45 560.70 555.3Eg g -- ° DI a\ �� DI TOP- 559.5 \ ` �4�4 1558;2INV OUT INV.OUT= 20' 9PROPOSED E - o. i \ 555.50 555.18 B � °° ACRES TO BE \'`\ ��s \ RIP ENTRANCE ° 6" PLASTIC \ \ \ RAP ENTRANCE INV 1N-55.68 x X x SUB 60-2SB FROM � 562.35 � TMP 6o-25B AND 562.42 c> DI \ \ INV.IN= OP 59.6 ADDED TO 60-25A a\ 558.84 SIG V 5 8.4 � q 1 STORY o FENCE#� a\ `�- STUCCO Q °; O \ TREE °moo EASEMENT n BLOCK bCOINRETE FOR BUILDING' O ° a , z 5 250 SF T \ ( DECK ) ° ° ENCROACHME T \\ \ EXISTING GRAVEL (D.B. 3919-165 \ \ AREA TO BE (.) ° \ \ REMOVED FOR ENTRANCE a FRAME 1 ---- WALL a q T/ON w \ PROPOSED 562.43 BLDG. LANDSCAPING INV IN- DI o �a//�C 555.3 �`. WILLOW INV IN Q cn ENTR ENTRANCE CONC. DI \ _ \ 560.06 POLE S3 a I = 560.07 CASINGS 3 652, H �1\ MH _ 4 0 0' w \ DI \ \ DI TOP - METAL ;.'. PLANTER F w o STORY METAL 556.93 I ,\ \ BRICK STEPS DI z DIT P= 9.7 G w° N \ (28,960 SF) GONG. PLANTER S EP,S ENTRANCE ENTRANCE 559 80 u' V-5 9.1 ,OLE z 00 FRAME ,\ 15 560.07 °' METAL BLDG. \ - \ TRIPLE AUTO - - V 2 `�. I N v U T ,� ao � V ASH 5 4.7 o BLDG. FRAME BLDG. AME I H RAMP STORY EXISTING \ \ ENTRANCE BRICK mQ 562,43 T.M.P 6025 MANAGED \ PAVED (12,175 SF) ------- NEW BOUNDARY LA TER ROSSER ASSOCIATES SLOPES TO \ 1 OO LINE FOR REMAIN PROPERTY D.B. 1083-50 \ 1 D.B. 635308 PLAT � � � 20' � \ \ s WOOD 11 CONC. - CONC. RAMP 7 ENTRANCE 0 - ZONING: HC HIGHWAY COMMERCIAL�`\ BOX- , N TOP 559 36 � ENTRANCE ( ) \ 560.03 �4 I - USE: COMMERCIAL OFFICE 1 ,\ �`, I 560.03 �INUIN 5561 I V- 56. © H BOX PAV D ENTRANCE I LID ICE EXIST. SAN 56240 I 554.5 556.34 DI g \ SEWER \' ,z PAVED C 2 B B T.M. 60-25B DI TOP= T INK OUGHT / \ V ' = LOT B 1 559.69 POL �� POLE % I ENTRANCE F> DI TO ---- UL FENCE LIGHT > 1.71 ACRES I TB CLEAN OUT PT °� � EXISTING 0 i EXISTING PAVEMENT NV OUT _ B B GAS £ ( POLE o 556.77 � 1 Y UL # STORY o° o EXISTING LANDSCAPING EXISTING GAS FDC I TO BE REMOVED 554.T METER INVOUT BRICK' ' ATM o i \`, ADJACENT TO BUILDING TO METER TO BE WATER i CONIC. ° p 556.24 BLOCK & ° ° BLDG ° BE REMOVED RELOCATED STEPS _ ' I FRAME a UTILITY - MAGNOLIAS LL - BOX OVERHANG �' I OVERHANG S i ° CONC. - ENTRANCE i1 AP ° B° °B W , , BUSHES I --------I '--------' c�0 i - ------------- - £ °� RAMP � ° �--------------- RETAINING ° ° A / YN ° ° I I EXISTING (6) PARKING w ° OVERHANG GRAVEL WALL BOLLARD IGN °LI GAS PUMPS 3 GHPT T B ° ° n SPACES O E M W ° °° C°0 CRETE° AGN OL IA ° N - \ / EXISTING SANITARY M S� £ LE ° EMOVED PO SEWER LATERAL TO BE __ CGN REPLACED WITH NEW sa CIGHT� STEPS \� EXISTING TREES TO 3 12 POLE CANOPY ° i G� 6" PVC SEWER LATERAL I 3 21 O 15"- o i BE REMOVED WILLOW 18 ' PE R o ° ° EXISTING CONC. - ° G) \ IOAK X; WILL W oHE- , , a o z OHE RAMPTOBE REMOVED CA 'M WM -, POLE ° N6 SIGN° off ° \ 15" EXISTING ASPHALT 3 UV 1GN OHE SIGN o SIGN \ \� LLOW PATH TO BE RELOCATED FH o \�oHE €' oHE O SIGN SIGN WATER OAK sa £ POLE o NHE- URB o METER MANHOLE \'`, PAVE WFGK� DI B SIGN NV IN= DI TOP= CURB (TD SEALED) - FOUND- oHE CURB � W ----- ��W---W --w -- w w 7-� - - - - - L S - -- - - � _ - _ w_ �-�-�------ � OHE OHE �W - �� � � -W�W w PEAR IRON 197.7Q � POLE oHE �. w _ _ w�W- - L-387.349_Sd9-sd9-Sd9 S S Sd9 sn - ---SH9-Sd9-Sd9 -Sb9 - - - SFi9 FOUND TOP=566: N7�'16,00„W OHE °- _ _ -sd9 Sd9 - - - - - - - - - - - - - - - - --Se9_Se9_Se9 WALL SIGN �OHE�? -k,-w_ Sd9�Sd9-Sd9 _ - - - - INU DU33 OHE ROCK �W 9 Sd9 sd9 seo _ Se9 - ---- _, -�u i P OHE �3___ R v W_ _ - Sd9- - _ - - ------ J - - i ---- CURB & GUTT=W _ - - sd9 sd9 = Sd9 - _ - - - U.S. ROU T _ _ ' Sd9 N 80' ��� - - �Sd9 _ _ - - - - - - ------------------------ --- - AS IDE 0 � \4 SHOW E 250 (IVY ROAD C _------ // -- - 4„ - 24"�- - d9 s 9-Sd9 _ d9 _ WATER LINE & - - - - - - - - - ---- W N PLAT IN D.B. 296-432 ' - -------__-_- - _ _ W T �S _ - /INV- 9�S 5N 5 SI d _ (D 35) -NV UTS,19 _ ___ 565.54 5 �4�5 _ _ _ - - --� EXISTING4"DI-------- GRAPHIC SCALE TOP OF DROP INLET w_- -w�-rSd91sd9 _ _ - N=560.28 oAp) FIRE LINE TO BUILDING ELEVATION - 555.23 -W�- - - �sd9-Sd9 _ _ _ _ _ _ Nv.N_ 56C `. ROUTE 250 (w p.g• 296-432 30 0 15 30 60 120 GAS - U •- E ON PLAT M GAS GAS GAS_ _ _ _ _ _ - _ _ _ - EXISTING WATER SHOWN AS 80' Wlp LATERAL & METER TO BE REPLACED ( IN FEET ) 1 inch = 30 ft. VLTH 0 SCOTT R. COLLINS7� C-) Lic. No. 035791 "L, ZONAL t� Gwo O a Z U Lu :D O o z O U) J a U w z H W ce I V) z i Lu i O U i M 0 I (D z V) U) I w � Q z �g W Q F- z I o F- M rn rn rn Lu C 0 N O N C) -4 N -1 -1 -1 00 Cl? C`7 d� N M N C3N Lai N L J_ ® Lu 1�� O kg,-j Q U wLu ulU) LU Z� U Jw L.f_ J� rQ V O N z Lu V J I -I z z 1 Q z z Lu O O J O Lu w Lu 0 0 66 Lu � z J O LL Lu O U V O z U 0 ~ Q X OW LL L / W J ui u W N u) JOB NO. 182158 SCALE lit=30' SHEET NO. 2 IRON OUND 6 INDIVID AL I N WILL RE IRE I N APPLI ATI N AND I N DE 1 N WILL BE RE IRED T MEET TANDARD SITE PLAN NOTES: ~ w I fl\ 1. 2. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. w � ° \D 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY I cn FA PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 2 4. ALL BUILDINGS ARE EXISTING STRUCTURES WITH SLAB ON GRADE FOUNDATIONS. w a 0 5. A MINIMUM 2o' DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE COMMERCIAL BUILDING. R=2962.75 6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TOL=206.85 Tz' � 7. WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL LOCATED ALONG THE FRONT o - MIT( y \ °\ PORTION OF THE SITE AS SHOWN ON THIS SHEET. I = fl V 9" WITH 10'x12' fl ZONING: RA w - - w 18' UL, CONCRETE APRON USE: RURAL/RESIDENCE - 11 TYP. WALL \ \\ SED TYP. z CONCOBUMPER DI \ a \ _ fl � g PROPOSEDPAVED \ \ CG 2 CURB PARKING AREA \ BLOCKS \� 432 \ �� � \ �vo 9 6„ PIPE N C \ GRA _� INV .IN- 5,6.5 OLE 18' n Ty �IRON \ IN IN \ FOUND "INV OUT Ti o TOP=581.9 _- ,� - WAL P� V=578.8 \ ��Z \ 8, y 5 SINV.IN 5502T- °�°° aG� DI T80E fl \ 9�� \ 15" CMP NOTE: LAST (4) SPACES DO NOT \ / DI TOP= 12" CMP INV IN- la o I INV.IN= COUNT TOWARD OVERALL PARKING °\ N .IN= 560.70 555.3 g g DI TOP- EXISTING TYP. 5e .45 6B I o ° ° IE ° 559.50 555.28 \ CG-2 CURB OQNC , DI TOP PAVEMENT INV OUT= INV.OUT- 20 n / g I ° ° °° 558.29 555.50 555.18 (MILL/OVERLAY) \ ' - ° 6'' PLASTIC B fl - GUTTER 5' CONC. ENTRANCE E 56RAf 5CE INV 1N=55.68 �j 4 DI \ - 562.42 C) X x \fl INV.IN SIDEWALK PROPOSED OP 59.8 V �V PROPOSED (2) LOADING PIG V 5 8.4 l STRIPED AREA SPACES (12'x25' MIN. ° ° ° O -'-'PARKING SPACES ° \ 18'.TYP. TRAVELWAY 18'TY PROPOSED CONC. W/15'HEIGHTMIN.) 1 STORY o FENCE° BUMPER BLOCKS 9' 47 PROPOSED AREA: 24'x26' STUCCO ,5 \ \ PROPOSED 1000 SF ITYP. 8c CO CRETE ° C EASEMENT c BLOCK INCLUDING 28o SF OF 18' o \ ( 3� �c FOR BUILDING z (5,250 SF) DECK % \ MANUFACTURING/ PROCESSING/ ENCROACHMENT c� EXISTING R� \ TYP: 1 '' EXISTING \ \ ASSEMBLY/ & FABRICATION ° (D.B. 3919 265) MEDICAL OFFICE ° NEW PROPERTY a p0 CG 6 CURB/ ° SPACE BALLET SCHOOL LINE WITH \T w \ GUTTER ENTRANCE (6,800 SF) FRAME WALL BOUNDARY LINE ° T/0 w \ 562.43 (2�465 SF) BLDG. �/ _ \ INV IN- DI \ ADJUSTMENT \ /NC 16\\ \\ FF2 P 555.3 PROPOSED NVIN �� 11 ENTRANCE CONC. DI ENTR - LOADING 560.06 POLE CASINGS S3 \fl \ \ AREA (3o'x5o') 560.07 6 S a 4 w \ H \ PROPOSED HEAVY 6 200 E °� LLJ METAL 556.93 -;;PLANTER -��D'� z ��,. S�0 \ o DUTY ASPHALT 1 STORY \ STEPS�. 6 •00 FRAME \ \ TRAVELWAY BRICK ENTRANCE / N DIT P= 9.7 OLE BLDG. Z \ \\ \ (28,960 SF) CONC EXISTING PLANTER S EPS 18 - ENTRANCE COV 5 9.1 \ TRIPS ASPHALT 6 1 10' � AUTO � � METAL I U \ PROPOSED 13,96o SF INV UT 0 TYP. \ ASHPAVEMENT 5 4.7 RAMP SPKR 1 STORY DI J o BLDG. FRAME I H \\ \ PROPOSED OFFICE ENTRANCE 2 BRICK DI rn I BLDG. Q \ 562.43 4 (12,175 SF) PROPOSED T.M.P 60-25 \ \ CG-2 CURB PAVED 20 ACCESS & PARKING LA TER / ROSSER ASSOCIATES _° EASEMENT D.B. 1083-50 \ 20' / D.B. 635-308 PLAT \ \\ WOOD Y1 26' ➢ 2O,CONC. RAMP EXISTING 9�TYP. CONC. / r 18 ZONING: (HC) HIGHWAY COMMERCIAL \ ao ENTRANCE OFFICE SPACE ENTRANCE TOP-559.36 BOX USE: COMMERCIAL OFFICE \ \\ TRPVE�wP ENTRANCE , 560.03 8,16o SF 560.03 �4 INV I I I V- 56. LID I V 18' INV IN- 556. g'(6) H ICE PAV D EXIST. SAN \ 562.40 i � 9 554.5 556.34 DI O BOX SEWER \ \ CONC. T.M. 60-25B LIGHT � z T P 18 PAVED TYP. C 2 BBB I \ 5 PROPOSED 2,000 SF PROPOSED 2,50 SF T P. 10 DI TOP - - T NK_ o SIDEWALK 'S _ 10 LOT B WM 559.69 POL _ POLE \ COMMERCIAL RETAIL RESTAURANT ENTRANCE �� PT LIGHT \ 562.30 i> DI TO 1 .71 ACRES £ TB CLEAN OUT UL ; FENCE \ \ EXISTING POLE PROPOSED CG-12 PROPOSED 6' :0 556.77 24 1 STORY UL �# GAS STATION/ ° \ HAND. RAMP CONCRETE SIDEWALK i 2 NV OUT= B B GAS NVOUT ' ATM o I o \ 4 554.3 METER BRICK PROPOSED CG-12 PROPOSED EXTERIOR i CONC. 9 ° 4 CONVENIENCE BLOCK 8c B v -556.2 °° LDG ° \ PROPOSED HAND. RAMP BRICK PATIO (625 SF) EPS i STORE " POTENTIAL FUTURE \ CG-2 CURB - FRAME I TRAVELWAY OVERHANG OVE HANG LEAN OUT 3 R - -PAVED 1$a ; 2,350 SIF ° CONNECTION TO a _� EXISTING TREE ENTRANCE j AP °p ®B° °B WW01 ADJACENT PARCELS , , . _ TO REMAIN 1 _ _ _ _ - 777°° ----- ---- PROPOSED _ - - - / TO THE WEST � _ �I � � �--------------- - --- -° � I RETAINING i H ° °°°I � � 1,�� ACCESS � � - _--��R1-rAfi�G" - WALL �° ° ° � ° NM TYP BOLLAA7 L - GRAVEL GAS PUMPS 2 R EASEMENT _ EXISTING_ - - --- - - - ` - - 9 9 _ R _ _ 0 5 _ � � °LIGF4T ° � ASPHALT MW � POLE ° ° ° ,, CONCRETE' - - - - - - ,R 2 LOCATI N OF -0 - ------ CbN'C. ° ° i Q NEW 6" SAN. 3'R 5 < _ - - - _PROPOSED - PAVEMENT - - - _ STEPS o \ SWR LAT. PROPOSED BRICK 28&R - r i 3 EXIST. FIRE - - - CG-12 INGRES /EGRESS _ LIGHT ° ETAL LINE - - - r-9 18' 12 5 - �OEE- CANOPY - 18- - - -- - P F�£ o °° ° N Q �ERVlOU WILL W J --'TYP:I TYF'. 38 VND 1,082VP=_.,oHE pGSETBACK X CA - - - / o ° ° oHE°HE - - s j ---------- GN PO N oHE SIGN SIGN - -- -- O - \ PROPOSED HEAVY � \ - - I . E- g7.57 W � __ - - 3 EH o EXISTING ENTRANCE o ATER DUTY ASPHALT © - ° ° TRAVELWAY - - - - g�PARKINGSETBACK O sa £ URB SIGN SIGN EXISTING ENTRANCE MANHOLE - - - -0 DI goy VPD N = DI TOP= EMAINS \ TOP=568.06 - FOUND oHE URB w B G w - - -W- - SITE - w-- CURB -- w SITE TO ETER N.B!-aC� SI INV IN TO THE S LID SEALED 2 w w CQ oHE wow -=9ffQ0 R SITE DISTA C - -- w� REMAIN IRON - - MANHOLE O„W 1g%,%� N WM POLE D w w�w-- - L=387.349 PEAse�-Sep-Sep-s S -see - see --SeD-SeL-se DISTANCE -- Sep FOUND ROCK \ TOP=566. N71`16'0 oHE w� - - sdo eda - - -- _ - - - - - - WALL _OHE- - -Sd9 -Sd9-Sep_ SIGN �OHE - w�w- - seo�sd� - - - - NV-7 33 - ' P OHE -(3 OHE �' - - - w-W sdo ENTRANCE U GUTTER Stl9 - - EX ING CURB CUTS __ _ EXISTING _, CURB & w-w sdo sd9 sd� - - - - TO THE SITE TO IST SHOWN AS U. S ROUTE 250 IVY ROAD - NEW 1 WATER Se9 _ sd - - DISTANCE TO - - - 4" w�=- s _ - - - - REMAIN TO BE REPLACED WITH --- --- -_ 80 WIDE ON PLAT IN D.B. 296-432 C 24" �_g �- - �S-1-&TERAL'k M WATER LINE & - - NEAREST WU' - - sd� _ - - - A CONTINUOUS CURB _ o _ � INTERSECTION = 416 NV. IN SI - - �sd� - - sd� �Stl9 - - - PROPOSED ' HI (D.B. 1560-435) 56(w5w _ -1NV UT= �sdo - - - - E WALL PROPOSED 5' T7P=565.54 5 �4ZS _ �unnP IN BEIV1 _ - - - - _ - --------------------------- --- -- TOP OF DROP INLET �Sd'3-Sdo IN-560.28 ROAD CONCRETE SIDEWALK GRAPHIC SCALE ELEVATION = 555.23 Svq sdo - - - INV.IN=560 11 GAS GAS 9a _ _ - - U S. ROUTE 250 (N D.B. 296-432 _------- so 0 15 30 60 120 --= - ON IN GAS -GAS - _ _ S\�G D\c"� 0, c � - _ P L GAS - _ AS gO WIDE - - _- SH OWN IN FEET ) 1 inch - 30 ft. 20' \ \ n 8. U G S U G S S G S G U S Jv SANITARY \ 0 S QS C O S OO SIGN GUIDELINES REGARDING SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL ERAMF I Q \fl SEWER BUILDING. -B1 PC \ ESMT. \\ \\ PROPOSED 9' PARKING LOT (D.B. 2706 \ fl UTILITY NOTES: -1 78 EXISTING RWSA 12fl ) " TURN -AROUND SPACE \ \ � 1. A MINIMUM OF 1 OF VERTICAL SEPARATION FROM STORM SEWER &WATER AND SEWER LINES MUST BE PROVIDED. � \ VCP SANITARY SEWER POL 2. A MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. \ o TEMP. \ LINE IRON \ 3• A MINIMUM OF 1.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED. OSMTR \\ SET 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT& SHALL BE DEDICATED FOR AV D \fl J (D.B. 2706 \ \� 4 T PUBLIC USE.CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY CURB & GUTTER PRIOR \ CONSTRUCTING THE EXTENSION OF THE STORM SEWER, AN SANITARY SEWER, WATER LINE TO NE AND PAVED ACCESSES. E a \ \ s36 S O/y CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CE POLHT E 10 \D \ \ 5 200°F VjRC C\n T/ON CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. # o I \ \\ \ 478 //Vj,� �R OF /NC 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO PAVED SS F�FCTR �R�C \ 7. AOKEY BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EM RNFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, GORM AND WATER UP GRADES CAN BE ACHIEVED. ENCYACCESS. CONTRACTOR SHALL ONTACT THE \\ A s ° FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION. 20' \ PROPOSED A T \, & /C°g e WOODEN 20 ° IRKING LOT - 2 \° WALL CONCRETE \ \ \ INV.IN= �oMp ° i \ \ 562.98 �� ANY �� UA DRAIL DUMPSTER �6 C \ ° \ INVIN E�SF�I \ I o> ® & ENC X PAD X \ .;`O N C R E°TE' \ DI PAVED 1 2 \ #-# # NOTE: LAST (2) SPACES DO NOT p / \ 5 GRAVEL CEP- fl ° p0(E COUNT TOWARD THE OVERALL PARKING Q�E FORMERLY STATE \ \ T.V.60 25A INV IN= fl ,o82VPD EXISTING GRAVEL �� 564.26 --- oHE `OHE ° ROUTE 754 D \ LOT A AREA TO REMAIN POLE \ _ _ � (60 RAW) fl� - - PAVED I V578.5 '/� EXISTING GRAVE #� # TOP- 82.0 \ \ 3.89 ACRES i AREA TO REMAIN o HATER CURB - ��� 128.09 PROPOSED1o'x1o' \ T.M. 6024A SITE TO ENTRANCE METER GUARDRAIL CG 2 CURB DUMPSTER PAD WITH - \ TYP. UNIVERSITY OF VIRGINIA FOUNDATION (A)� --- WOODEN ENCLOSURE � \ \ D B 5184 PG 139 J �� \ \\ 11 � } ~ 9' TYP 80 1 LTH 0 SCOTT R. COLLINS7� C-) Lic. No. 035791,E ZONAL t� Gwo O i Zul U w � i O 0 Z O U i J Q H w H I � 1 I W rn rn rn Lu - C QN o N C) -4 N -1 -1 -1 z Q Lu Vl H� z H� 1 z w � z OQ Lu Lu I --I 0 IJ-I Lu ZD J QV Q H� UZD // O LL w Q G O U 0 O 'H� L 1 w J ui N W JOB NO. 182158 SCALE lit=30' SHEET NO. 3 IRON OUND 6 \a O y R=2962.75 MIT D O SANITARY \ - ' SEWER \ \fl ESMT. \"5� (D.B. 2706 \ \fl -178) \ EXISTING RWSAsa" \ VCP SANITARY SEWER POLE TEMP. \ LINE \ ONSTR. ET \ IRn S M T. C (D.B. 2706 \\ \ \� 4 T 3 °\ T/ ` \-------- ERc'N; 9 _F` ` TFR of D /NC \, S C1 cc D \i \ 562.98-------------- "-- 6�� q� \ 5561.39 Y F9SF D\ /A \ PROPOSED a' PAVED CURBCUT 2' �\ / \ GRAVEL CEDAR 0 \ T.M 60 25A INV IN= \fl D \ LOT A PONE_- 564.26 \ TOP= 82.0 \ \ 3.89 ACRES V=578.5 --------------- T.M. 6024A \ ® °\ UNIVERSITY OF VIRGINIA FOUNDATION D.B. 5184, PG.139 9 AR ;\ \ ZONING: RA \ 11 IT® RIP USE: RURAL/RESIDENCE \ F4� `-,� W ALL RAP \ O fl Lu 'v a- DI ;_ p \ \ S68 \ U \ 6 PIPE GRA n \ 60 so IRON D v - IN IN- -POUND �hn _ ° 5 5 7� TOP=581.9 \,\ ��� \ 8 - /fie ---------- - -°-p WAL P� - V=578.8 � � \ - - - _ - - - ao27 �° #/ 8 go- =--- - - - -DL fl y�� \ \ /- T _ 15" CMP NOTE: LAST (4) SPACES DO NOT / \ N1 �� - -/ _ - - - - - DI TOP- NV.IN= COUNT TOWARD OVERALL PARKING °\ - _ � 555.28 / �Dl TOP INV OUT= INV.OUT ao n \ g I 558.29 555.50 555.18 \ \ e PROPOSED WATER ENTRANCE ° 6" PLASTIC 3 xxx �s \ o III QUALITY SWALE E56 R 4NCE 562.35 o INV 1N-55.68 �; DI \fl O\ \\ 562.42 OR= 59.8 -SIG I V 5 8.4 \ D o o 1 STORY FENCE \ PROPOSED STUCCO Q ° \ °� EASEMENT c� 8C BLOCK COINRETE io,50o SF \CS \ f OFFICE (INCLUDING 3,a8o SF OF FOR BUILDING;' z (5,250 SF) DECK TR MANUFACTURING/ PROCESSING/ ENCROACHMENT c� EXISTING Sp \ �' \ ti 1'' EXISTING °D � � . a \ AS EMBL FABRICATION - E FIC BALLET HOOL m �R S Y/ &(D.B. 3919 �65) S a C FRAME WALL \ T� MEDICAL OFFICE ° M SPACE ,\ \\ �+ ENTRANCE ( 4 5 ) (6,800 SF) BLDG. ------ fl T/0 562.43 jj INV 16 SF DI X.t{ _ _16 I -' l� O \fj C INV IN 555.3 � \ \ �+ 554.8 ENTR ENTRANCE CONC. DI Ln S \� \ ° 560.07 560,06 POLE 36 CASINGS S \ ",MH �El Q a 4 2 00 , \D PROPOSED WATER DI TOP- -�� F \` 1 STORY SMETAL TEPS 556.93 - PLANTER D z QUALITY SWALE BRICK II 0 ° ° ENTRANCE ^' DIT P- 9.7 �8' 00 FRAME n 28 960 SE CONC. PLANTER Ep,S - ENTRANCE ,, w 1 V 5 9.1 OLE BLDG. \ i ( ) S � AUTO O METAL TASH PROPOSED i3,g6o SF INV U. 6 SPKR 1 STORY 00 9 BLDG \ OFFICE 5 4.7 RAMP DI o FRAME \ ENTRANCE BRICK DI m BLDG. All 562.43 PAVED (12,175 SE) T.M.P 60-25 \ O LA TER ROSSER ASSOCIATES D.B. 1083-50 \ ' I 20' D.B. 635-308 PLAT \ \\ F WOOD is GONG, EXISTING CONC. ZONING: (HC) HIGHWAY COMMERCIAL RAMP ``'\ �` ➢ 7 ENTRANCE OFFICE SPACE ENTRANCE 4 TOP-559.36 BOX USE: COMMERCIAL OFFICE A 560.03 ENTRANCE I 8 16o SF 560.03 0 INV I I V- 56. UD ICE 1 I V IN U IN- 556. © H B BOX PAV D ,\ EXIST. SAN 562.40 i 554.5 DI SEWER ,\ 556;34 O PROPOSED 2,000 SF PROPOSED a oo SF i PAVED T.M. 60-25B DI TOP T NK B B o OUGHT \ \ COMMERCIAL RETAIL RESTAURANTS ENTRANCE �� LOT B WM 559:69 POL POLE O \ 562.30 i> DI TO 1.71 ACRES TB EXISTING C� Ut SCE LIGHT CLEANOUT PT �0 556.77 BB GAS £ UL 0 POLE INV OUT= METER - GAS STATION/ 1 STORY # } \� PROPOSED a CONC. 554.3 INVOUT BRICK, e m ATM o ° v __556.24 ° ° o BLDG D CURB CUT CONVENIENCE BLOCK 8c ° \ EPS I STORE FRAME CLEANOUT ' o PAVED 2,35o SF ° o� II D / P OVERHANG _ J ' EN ° °g B °B Q W001 \ \ OVE HANG TRANCE I AP 0 ----_-------- ° W \ - °� ° A /--------------- RETAINING YH D ° I BOLLARD OVERHANG ° GRAVEL - - - _ _ WALL o GAS PUMPS MW ° ° C°ONCRE°TE° POLE° , fi ,LIGHT STEPS ETAL 4 1 ° 18 - T _ WILL W H -_ J' - - r°° ° ° ONE i - - - o E - -M WM e D D C ° dGNP°OL°E , 011E SIGN SIGN i II , D / GN \ _ SIGN 6 O - - - - £ POLE ° - UR SIGN WATER ° L gT.S� OHE S FH �o � o S B SIGN g METER MANHOLE - - NV IN= DI TOP= CURB s\ FVCi OHE CURB-W ( - - �ID SEALED) -- - ----------- --- 011E p ------------------------------w TOP 568.06 2 �Q DI w _ �OHE----- W - W ----______- IRON NHOILE 19%.�a -W POLE �_ w L=387.34D PEAR -stlD-se9-sCD-sC9 -sCD ONE w W _ SC9 _ S S SC9 SC9 SC9 - SC9 - SCD FOUND ROCK \ ;T =566'' N71°16'00 OHE , �` w� w_ _ - stlD -stlD - - - - - - - - _-SCD-s" WALL �OHE svo - - - - - - - - - - - - - NVOUT= SC9 SC9 SIGN �OHE �- �StlD�Stl9 ------ 55 .33 --- OHE�� W 9 - ___--- P oHE-�j_ CUR & GUTTER = - - - tlD tl� tlD _ stlD _ - _ _ - - _ - U.S.---- \\\--` ----- B w�W �StlD-S �S _ s - - S ROUTE 250 IVY ROAD s6 W� - - _ StlD_ _ - - _ _ _ -------_ ------ -- SHOWN AS 80 WIDE ON PLAT IN D.B. 296-432 O - 4 �� SV9 - stlD - - - - - - - - - - - - - - - \� C 24" Imo_ _ �s WATER LINE & - - - $ = s6 C1 Stl9 _ - - - NV. IN SI stlo�StlD _------ __------ stlD - _ _ _ _ (D.B. 1560-435) ---w----1560w5w --iNU UT= �seD-_ _-- ___ TC7P=565.54 5 P,4-Zs _ - - - ------------------ ----- - O �R vY ROAD) _ GRAPHIC SCALE TOP of DROP INLET �stlD�stlD _ _ - IN=560.28___________ ELEVATION = 555.23 �- �_ �Stl9 _ - - INV.IN=AO 18 _--- -W- GAS-svq - _ - _ OUTE 250 (I O.B. 296-432 ___-- 30 0 15 30 60 120 _ - - - _GAS _ _ _ _- ----_� U.S. R ON PLAT IN - GAS - - WIDE �GAS� _- -_- GAS - _---- _---- SHOWN AS 80 �1111116p� 1 111!"1 =�� IN FEET ) 1 inch - 30 ft. �LTH 0�, � SCOTT R. COLLINS7� C-) Lic. No. 035791,E ZONAL t� Gwo z O 1 _ i Zul U w : I O o z O v7 I Q H w ~ z H � I � 1 W V) z i Lu O i M o �z (10 w j � 1 Q � a z g i VQ i ^ z � o w i Q i a M rn rn rn QN o N O \-I N ri ri ri C`7 C`7 N CM O Lai N III <:1 z _j J_ w L_j 0 z= U wLu ulU) Lu z U) JW I..L J< V O N z Lu I -I H� z H� 1 z LL z Q O Lu j u LU Q w z W 0 oC Q z H� � z L u i--i Q O LD U 0 O L / w J rn ui N V) JOB NO. 182158 SCALE lit=30' SHEET NO. 4 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: NYLOPLAST DRAIN BASIN WITH DOME GRATE (FOR DETENTION CELL) i. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WI TH THE TEST RESUL TS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA TERCOURSE. 4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE END TREA TMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRI VEWA Y ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NO TED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.• 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA TION MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES (1, 2) INTEGRATED DUCTILE IRON _ CRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE NANUFACTLIRER 3J VARIAB_E INVERT HEIGHTS REGCMMENDATION AVAILABLE ;ACCORDING TO (L'IN. VANUFACTURING P LAN°:TAKE OF-) REQ. SAME AS MIN. SUMPy 14VARIOUS TYPES O F INLET d OUTLET ADAPTERS AVAILABLE: 4"- 30' FOR CORRUGATED HOPE (ADS N•' 2; •1ANCOR DUAL WALL, ADSfHANCOR SINGLE'INALL], N•12 HP, PVC SEWER.;EX; SDR 35). PVC DWV (EX: SCH 40). PVC C90NC905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRLGATED HDPE SHOINNj 1 - 6'-3D' DOIIE 3RATES SHALL BE DL CTILE IRON PER A67M A535 CRADF 70-5 ;%. 2 - 8' 6'0' OOVE GFI'IT ONTO -HE DRAIN BASINS WITH THE USE OF A PVC B-DDY -OP. SEE DRAYANG NO. T701- 1D�'A5. - DRAIN BASIL -0 BE CUSTOM IV AN J PAC-UR E ] ACCOR DING TO Plm DFTAIL S. R IS -IRS ARF VFF DFC FOR BASIN: OVFR ad' CIF TO $F IPPING RESTRICTICN3. SEE DRA'i A1NG N•O. TC01= IX6S 4- CRAINAGE CONN ECTICNE-UB JC 14T IG•TNESS SF ALL CONFORV TO AS-L1 D3212 FOR CORRLCATED HCaE ;A03 V-12!FANCOR DEAL VJALL), 11-12 HP, & `VC SItViLR ("- 24';, 5 - ADAPTERS CAN BE MOUNT ED'ON AN"ANG LE E TO 36P. TC DETERMINE V INIAILIM ANGI F BFT'N.-FN AL•APTF;iS SFF ORAL'OING NO.7001- 1s,717, -X' DOME CPAT LS ip:'E NO LOAD RATING. GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE 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 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS 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 TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA V/EMEN T 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 PRIOR REQUIRED GRADATION FOR TYPE l ll Ill Q OR T TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGM/LL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE 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 TRANSPORTATION SPECIFICATIONS. 9. ENCROACHMENT.- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYAS 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 TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. TOP OF 4" 2" R CURB 6. 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. (5' MIN.) 4" CONC. ii X i i 4 , V�%A�%A�%jam%A� 4 ° ' 7 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE NY. 0 1 AST lam; (5)ADAPTER ANGLES VARIABLE 0' - 260' ACCORDING TO PLANS 1 (3) VARIABLESUMP DEPTH ACCORDING TO P-AWS 6..L' V. ON 8" .24.. ' p" IAA N. ON 3C" 4"VIVONS'-2 t BASEDONIMANUFACTURINGREQ. ' 5'MINONK' r-3(r SEE 'RISER FOUNDATION NOTE' ON THIS SHEET FOR DETAILS OF THE REINFORCED CONCRETE FDUNDATI ON. CONCRETE FOUNDATION BEDDING & BACKFIILL SHALL BE COMPACFE❑ UNIFORMLY IN ACCORDANCE WITH ASTM DMA, CON TRACTOR SHALL CONFIRM RISER INSTALLATION MEETS MINIMUM MANUFACTURER SPECIFICATIONS. APPROX. DRAIN .AREA=194.60SO1V APPROX. WEI GHT'dWITH FRAME =124.00 LBS 024.75 0 26,5C DI MEN$IC NS ARE FOR REFS RE NCE ON-Y -HIS PRINT DISCLOSES SL BIECT NATTER IN 4HICH DRAWN BY ERG MATERIAL 3130 VERONA AVE AQ%AL 01 MEN$IONS MAY VARY NYLCP AST •{AS PROFRIETARY 913PT3. -HE REGEIPT BUFORD, QA X518 DI MENS IC VS ARE IN INCHES GRATE MEETS H-20 LOAD RATING OR 'OGSEGSION OF THIS PRINT DOCS VOT CON-_ =P -RANSFE R. OR LICENSE THE USE OF TFE DESIGV 0 DATE N&W DUCTILE IRON Nylo 1 r3 C{ PIN 17701912.2443 FAX 11101932.2A9d REALITY; MATERIALS SI-ALL CONFORM TO ASTM A536 GRADE 7G,5O.05 ECHNICAL IIF CRMA-ION SHOW4 HEREIN REVISED BY EBC PROJECT NOAIA.ME J a aLl�7 a y.A.,,.m,loplaso-us.c� REPHODJC-ION CF T•115 PRIHTORAN+' INFORMA-ICN TITLE PAINT; CASTINGS ARE FJRNI SHED l'JITH A B_1CK PAINT CONTAINED HEREIN. CR MANL=A:T IRE OF AIJ" LOCKING DEVICE AVAILABLE UPON REOL EST SEE DHNAI NG NO. ART ICLE F EREFRON FOR TIE DISC -CS JRE TC OTHERS DATE 3_1)16 24 IN STANDARD GRATE ASSEMBLY -TYPE B 70V-1`A24 IS FORBIDDEN, EXC EPT BY SPECIFIC 'A'RITTEN RMISSION= PEH(F•1 NYLOFLA5T,'1N'ru:v..I DWG SIZE A SCALE 1,10 SHEET 10F1 DWG NO. TI01.11p@11 REV C CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CUB CUT RAMP 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR S R R DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12�1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. l 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 1' 4 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO B THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10%1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE N0. 5 X 8" PLACED T CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 1/z'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5, MIN M A% 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 12� BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12;1 MAXI AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY AL A HIGHWAY FACILITY CROSSES I CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TPNGENTIAL SECTIONS PROVIDED THAT _12 MAY THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND > THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 121 MAX- PERPENDICULAR TO THE CURB. 5.MIN ** 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY 4' MN AT )K . 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT *MC ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4' z 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' z 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF .6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -.I"000- THEd WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. - $ O O O O O 0 00 0 0 0 0O O T}LANDING RAMP0 0 00 0 0 0 0 0 l a 0 0 0 0 0 0 0 0 0T 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50%-65% 61 BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP IPMETER DETECTABLE WARNING o AT BACK OF CURB _ 0.9"-1.4"AMEI _ VARIABLE FULL WIDTH OF RAMP FLOOR BA _ SEE NOTE 12. r- SE DITER r PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 1VD07 CG-12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-2 NOTES( 1. THIS REM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS ", , '�I 2' R A (ALONGFACE OF CURB) WILL BE PAD FOR AS I{� RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH �'• AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM e,• ,A. OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. C OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO AD,IUS7'MENT N THE PRICE BID IS TO BE MADE D,' D•' FOR A DECREASE OR AN INCREASE N DEPTH. g CG-2 IS TO BE USED ON ROADWAYS MEETING 5' A•, 1%, THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, ,( D.� • D.� • D ' •. •. IN THE SECTION ON GS URBAN STANDARDS. • G • D,'TDI'TD D.D.D RADIUS D • 60 Y D. D. SURFN A ;e•. •A •A' BASE ;e _ ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION A - PERMISSIBLE CONST. 5'MIN. JOINT gi - L A {J TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS TANGENT PLAN STD. CC-2 BACK OF CURB 12 1 48= 1 M 20 ' 1 4B= 1 M 2' E : - � � d MI N. SECTION A -A NOTEFOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE C PARALLEL & PERPENDICULAR P I T AP L C A ION ROPDWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB fi" CUPS D 2 4 1 2 5 2 3 5 3 3 6 4 4 B 5 5 10 5 14 13 15 8 15 5 NOTE= THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLE55 OF THE SLOPE. TYP. NO. 8, 89 OR 9 AGGREGATE IN OPENINGS BETWEEN PAVERS EAGLE BAY AQUA BRIC TYPE 4 "L" 3-1/8" THICK FOR VEHICULAR TRAFFIC BEDDING COURSE 2" THICK (TYP. NO. 8 AGGREGATE) 4" FILTER COURSE (VDOT No. 57 CLEAN STONE) OPEN GRADED, CRUSHED AGGREGATE °�° 08, 12" RESERVOIR COURSE (VDOT No. 2 CLEAN STONE) 0000c CRUSHED AGGREGATE BASE COURSE TENSAR TX-5 TRIANGULAR GRID, OR EQUIVALENT 2" SM SURFAC 8" 21- BASE C COMPA( SUBGRF NOTE: 1. EACH LAYER/LIFT OF NO. 2 AND NO. 57 STONE REQUIRES A MINIMUM CENTRIFUGAL FORCE COMPACTION OF 53,000. 2. CONSTRUCTION & PREPARATION OF PERMEABLE PAVERS, STONE BASE AND UNDERDRAIN SYSTEM SHALL BE IN ACCORDANCE w/ MANUFACTURER SPECIFICATIONS. 4" PERFORATED RIGID PVC UNDERDRAIN COMPACTED SYSTEM w/ POSITIVE SLOPE (1% MIN.) SUBGRADE BENEATH PAVERS. NOTE: OUTFALL PIPE(s) OUTSIDE OF PAVER FOOTPRINT SHALL BE RIGID NON -PERFORATED PVC PIPE(s) SLOPED TO DRAIN/DAYLIGHT (1 % MIN.). PERMEABLE PAVERS PAVEMENT DESIGN NO SCALE NOTES: 1. BECAUSE THE SOIL UNDERNEATH THE PROPOSED LOCATION OF THE PAVERS IS FROM PREVIOUS CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT A GEOTECHNICAL INVESTIGATION OF THE SOIL UNDERNEATH THE PROPOSED PAVERS AFTER FINAL GRADE HAS BEEN ACHIEVED TO DETERMINE THE INFILTRATION AND CBR RATINGS. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH THESE RESULTS PRIOR TO ORDERING AND INSTALLATION OF THE STONE BASE FOR THE PERMEABLE PAVERS TO ENSURE AN ADEQUATE DESIGN. 2. ALL OPEN GRADED STONE LAYERS SHALL BE CLEAN & DOUBLE WASHED IN ACCORDANCE WITH DCR REGULATIONS. "CLEAN" STONE IS SCREENED TO SIZE AND THE BULK OF THE FINES/DUST IS REMOVED, BUT THERE IS STILL DUST ON THE STONE. "WASHED" STONE IS WASHED THROUGH THE SCREENING PROCESS AND/OR MANUALLY WASHED. 3. WHERE UNDERDRAIN CLEANOUTS ARE PROPOSED WITHIN PAVED AREAS & ARE SUBJECT TO VEHICULAR TRAFFIC, CLEANOUTS SHALL BE ENCASED IN 018" CONCRETE FOR THE UPPER 24". THE CLEANOUT FRAME & LID SHALL BE CONSTRUCTED OF CAST IRON, OR A SIMILAR MATERIAL THAT IS STRUCTURALLY FORTIFIED. 2" SM-9.5,' SURFACE C ASPHALT PAVING - LIGHT DUTY PARKING SPACES NO SCALE CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET ExISTINC FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIM14SIONS AND SLOPES ARE AS NOTED. � r e 12 1M 5 �`N K rx 2' M`4 AT ,T , 2" HIGHER THAN [1 EDGE OF PAVEMENT ATXW .SAME AS TOP OF CURB THIS COMBINED fPARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN HE USED WITH ADJDINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A WITH A WARPED SURFACE. LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK CG-12 DETECTABLE WARNING SURFACE ELEFFERENCEERL L R TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 VIRONIA DEPARTMENT OF TRANSPORTATION sot GR-2, 2A 27-Y4" MIN - 28)'4" MAX RAIL HEIGHT 6'-3" 6'-3" x II II II J J IJ SURFACE GR-2 (6'-3" POST SPACING) MAX DYNAMIC DEFLECTION - 3' BASE SUBBASE NOTES( GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS DIRECTED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02. RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAIL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN /a" PER FOOT FROM VERTICAL. W-BEAM,BLOCKOUTS,AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAL SHALL BE MAINTAINED AT A HE OF 27Y4" MIN - 2BY4" MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RAILS SHALL BE LAPPED N THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. 21 �1..�ia1' ��v��+• ter. II II II II II J IJ IJ J IJ GR-2A (3'4/2" POST SPACING) MAX DYNAMIC DEFLECTION - 2' Eff Eff A, OPTIONAL GR-2A METHOD x OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL RAIL ON BACK OF POST x WHEN NESTED RAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST FOR GR-2A THE POST SPACING WILL BE W-3". FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE LS FLARE RATE FLARE RATE 70 9' 30:1 15+1 lF 60 8' 25:1 14:1 Rt 50 5.5' 21:1 11:1 # 40 5' 16 �1 8�1 • 30 4' 13�1 T7 3" BM-25 BASE COUF 5" 21-A SUB -BASE COMPACTEC SUBGRADE ASPHALT PAVING - HEAVY DUTY DRIVE AISLES NO SCALE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS AS IF CAST N PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SMALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. • D , m • e 1,yY A • s A • A • • A • s A • • A A• • --------- THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENOE COMBINATION 6" CURB AND GUTTER D5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION I I I IA (RAMS TO BE AS I III` xx STREET APPROACH SALE SURFACING I AS MAINLINE ROADWAY (SEE NOTE 6) SHOWN ON PLANS) a C C I I - - - - - - - r _ I (RADIUS TO BE AS RADIAL COMBINATION SHOWN ON PLANS) / CURB AND GUTTER CG-61(SE NOTE 7) SIDEWALK I (SEE NOTE 27 I w l �' OPTIONALg„ LOW LINE EXPANSION I H EX JOINT o JO NOTE: WIDTH "B" 2'-0" OR AS MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A-J PLAN VIEW MAINLINE ROADWAY SLOPE 10' PARABOLIC CURVE EDGE OF SHOULDER OR OPTIONAL FLOW LIE 8X MAX. D SLOPE MAINLINE ROADWAY=2.F��] D MINIMUM 5' MIN. COMMERCIAL ENTRANCE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. SECTION A - A • SUGGt51tU MAMMUM YLAKt KAlt FOR SEMI -RIGID BARRIER SYSTEMS. xv=r xVDC7T A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION SPECIFICATION ROAD AD BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL REFERENCE REFERENCE REVISION DATE SHEET 1 OF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 502 201. 11 501.04 08/14 VIRGINIA DEPARTMENT OF TRANSPORTATION 505 IAML B CLASS A3 CONCRETE - SECTION C-C THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTANED. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 GENERAL NOTES 1. WHEN CG-111S USED FOR STREET CONNECTIONS THE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS OF THE VDOT ROAD DESIGN MANUAL, INCLUDING SIGHT DISTANCE REQUIREMENTS. 2. WHEN THE ENTRANCE RADF CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC THE DEPTH FOR SIDEWALK & CURB RAPS WITHIN THE LIMITS OF THE RADI SHOULD BE INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7 THE CURB FACE ON THIS STANDARD 5 TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATKN. 4. SEE STANDARD CG-12 FOR CURB RAP DESIGN TO BE USED WITH THIS STANDARD. 5. OPT10 FLOWLINE MAY REWIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDNG OF WATER. ENTRANCE NOTES 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DRANAGE ACROSS THE ENTRANCE. 7. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N THE ENTRANCE.) a. RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHARGES D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0 X 3 X MEDIUM 500-1500 VPD S 3 X 1 6 X LOW LESS THAN 500 VPD S 8 X B X nole+ APPLICABLE 70 STREET TREET CONNECTIONS CONNECTIONS noI METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION OSCOTT R. COLLINS-Z' Lic. No. 035791 ,1�, '�e I�NAL E rn rn rn W \ \ \ Q N C)lV� CD -1 N z Q LD ti W CM Z M ,--, N U) co F<I� I1 z d7 I --I N N I w z J uj J z W O J _j �1 O _�j Lu LL U J 0 06 Z w U ce w w ~ O w Q z ~ U W W LU Z w � 0 U U 1 IIIIIIIIIJ w LNI� LL_ O J <• V 0 O _ • W Lu Lu [V W JOB NO. 182158 SCALE N/A SHEET NO. 5 105 502 LANDSCAPING CALCULATIONS: �\ TOTAL PROJECT AREA 4.8 AC): 209,088 SF IRON \ CANOPY REQUIRED 10% : 20,909 SF OUND S D A PROPOSED TREE CANOPY: 25,472 SF ---- - o STREET TREES: y D R=29 \ �\ TOTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING: 260 LF L=206,806.85 TOTAL STREET TREES REQUIRED (1 TREE PER 40') = 7 TREES \ n \fl TOTAL STREET TREES PROVIDED = 7 TREES MIT ( \� INTERIOR PARKING CALCULATIONS: \ TOTAL NEW PARKING AREAS AND TRAVELWAYS = 43,015 SF 20' \ - n o TOTAL INTERIOR LANDSCAPING REQUIRED (5%) = 2,150 SF SANITARY \ \ TOTAL INTERIOR LANDSCAPING PROVIDED = 2,206 SF SEWER \ 2706 \ \' \ NOTES: (D.B. \ \ � o -178) \ EXISTING RWSA12" \ 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION \ VCP SANITARY SE R E ' a OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER TEMP. \ LINE EXISTING \n THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA ONSTR. SM2706 \ X IRON--'-- TREE LIMITS NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE (D. \ \ C\ VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. \ (4) PY 8- c �" ��R \�/i'T� T / FNT ° ��/ 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND LANDSCAPING PLANT SCHEDULE SYM BOTANICAL COMMON NAME SIZE CANOPY (sfl QUANTITY COVERAGE (sti7 TREES QP QUERCUS PHELLOS WILLOW OAK 31/2" cal. 471 6 2,826 PA PLATANUS ACERI FLORA LONDON PLANETREE 31/2" cal. 422 3 1,266 AS ROTUNDILOBA LIQUIDAMBAR STYRACIFLUCIFLUA AMERICAN SWEETGUM 21/2" cal. 238 8 1,904 UNDERSTORY TREES PY PRUNUS YEDOENSIS YOSHINO CHERRY 6'-T ht. 99 12 1,188 EVERGREEN TREES MG MAGNOLIA GRAND IFLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8' HT, 54 14 756 IN ILEX x'NELLIE R STEVENS' NELLIE R STEVENS HOLLY 6'-8' HT, 44 16 704 SHRUBS AB ABELIA GRAN DI FLORA GLOSSYABELIA 24" ht. min 14 37 518 IG ILEX GLABRA INKBERRY HOLLY 24" ht. min 23 37 851 VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 30" ht. min 22 37 814 EXISTING VEGETATION Exist i ng trees onsite 14,645 TOTAL CANOPY 25,472 ZONING: RA II=1 III 1=III=III III= AMENDED SOIL MIX \ /\///II \ �OUAA fl USE. RURAL RESIDENCE COMPACTED SUBGRADE AMENDED SOIL MIX + RIP III II'- ,�""'" RAP l III I III=11 + Tree Planting and Staking Detail =III II=III= DI\ O ° CUT AND REMOVE BURLAP FROM TOP of To Scale III \ �� 1/3 OF BALL AS SHOWN \ - SCARIFY SUBSOIL TO 4 MIN DEPTH O 4) V 6„ PIPE GRAVEL -Iil � �`J.IN- III -III \ ', \fl _ �- COMPACTED SUBGRADE - - -- I III I ,III III u III. I- s I so IRON Evergreen Tree Planting Detail \\ \ FOUND X \n DI NU IN- v\�� vwuv � ,1 - ;" _•IN`� T. - - - - [�i Ti; ° WAL 5.70 � _- _ --- Not To Scale TOP=581.9 - - °� -a-�° GPI QL TOP \fl V=578.8 \ o g o) IN 8. / - / - - 5�9-r r - - D 8. Jo- ( 3) VB / r ---- �� / o%# 15" CMP -- NOTE LAST (4) SPACES DO NOT \ rm `"11 �' ;� _ I I - NV.IN= COUNT TOWARD OVERALL PA RKIN\ uu �' N - _ _ _ DI TOP- \ Q I I�r\''a 559.50 555.28 \ `\ + + € - - 5 - n_n D DI 5 T� g INV OUT- - 20' D G E{ [G p Nv.ouT \ "\ '3 1�. 'yNrm g I � °° °I 58.2 555.50 555.18 \ 1 r�: PROPOSED WATER ENTRANCE ° 6" PLASTICCp 0 I' ENTRANCE ° X \ /� \ 5TRAN INV IN=55.68 QUALITY SWALE 562.42 '%rmd$ aiF ELL N V. n ° 8, 8 ) [ OP 5 J 1 STORY FENCE ° \ 0,�' \,\ A. I I PROPOSED 10 0o SF s, STUCCO g o ° OFFICE INCLUDING 28o SF OF ° o COI�RETE ,5 EASEMENT c� & BLOCK s ° CS ( 3,Q FOR BUILDING,,,' Z (5,250 SF) DECK \ MANUFACTURING/PROCESSING/ ENCROACHEXISTING MENT c ^/S 1 ' ASSEMBLY/ & FABRICATION ° j (D.B. 3919-�65) r `MEDICAL OFFICE EXISTING T' BALLET SCHOOL \ T SPACE \,\ I ENTRANCE s (6,800 SF) FRAME WALL \ )/ +tE ''� Imo. 562.43 (2,465 SF) BLDG. 1 \ /\ \ I. INV IN= DI C g„ NVIN- 555.3 , -� ° WILLOW \ If 554.8 ENTR ENTRANCE CONC. DI LD \ 56 7 560,06 POLE S3 \o \ .I=� 0.0 CASINGS 3 6S2 a DI 4 2'F fl \ PROPOSED WATER ETAL DI TOP ��� 6 \ (2) PA + ` 1 STORY M556A PLANTER s% 2> c :) QUALITY SWALE STEPS ° ° ENTRANCE DI z _ • � 6 FRAME PY BRICK N DIT P 9.z °\ O (28,960 SF) CONC. PLANTER S Eps ENTRANCE , u° V 5 9.1 OLE BLDG. + X 7 TASK AUTOMETAL PROPOSED INV SPKR 1 STORY i 9 BLDG. ,\ OFFICE 5 4.4.RAMP DI o 0 FRAME \ �1 ENTRANCE BRICK DI rn BLDG. �Ie 562.43 (12,175 SF) T.M.P 60-25 \ \\ I PAVED °J 9 LA TER ROSSER ASSOCIATES \ �DI D.B. 1083-50 \ I 20' D.B. 635-308 PLAT \ \ WOOD 11CONC. EXISTING ZONING: HC HIGHWAY COMMERCIAL `\ ` RAMP \7 ENTRANCE CONC: ( ) OFFICE SPACE ENTRANCE TOP-559.36 BOX \ USE: COMMERCIAL OFFICE, ENTRANCE , 560.03 g i6o SF 560.03 �4 INV V 56. LID I V IN IN- 556. 6\ H CE PAV D EXIST. SAN 562.40 554.5 556; 34 BOX B � SEWER ,\ i� PAVED T.M. 60-25B DI T NK O B B LIGHT \ PROPOSED 2,000 SF PROPOSED 2,50o SF _ WM DI TOR °POLE LOT B 559:69 POL PT °� COMMERCIAL RETAIL RESTAURANT ENTRANCE LIGHT / \ D1 TO = 1.71 ACRES TB EXISTING Ut D- \CE CLEANOUT / \ (10) MG 562.30 i 556.7 INV OUT B B GAS £ A STATION/ N UL POLE / I EXISTING 1 METER GAS S O/ 1 STORY o # o / \\ TREE LIMITS PROPOSED 2' CONC 554.3 INVOUT BRICK, m ATM o \ CURB CUT ' E� Q 556.24 CONVENIENCE BLOCK 8c ° ° BLDG D FRAME (4)AS OVERHANG OVE HANG CLEANOUT 1 ° ° PAVED sa II 2i350SF °® // \ _' o 1 ENTRANCE AP °g ®B° °B e WOO[ 1 D a °D 1 PY � W 6 IG o AI '------- L__------ RETAINING m EXISTING � H D° a° / ° (1) PYa OVERHANG WALL i - TREE LIMITS BOLLARD GRAVET _ _ - - - - o GAS PUMPS o;< °D ° °LIGIHT 0 ° - - -- - - MW ° � -'" , � ,, ,' � ° (1) PY Sa`' - -_- - - �- - £ POLE D ° C°ONCRpETE° ------_____ 3 \ (1g) IG ° - O i 1)PY N ° ° - - STEPS ETAL D CANOPY OHE ° n o D -- WM \� 4 e ° p POLE oHE SIGN SIGN 7 W WM dGN HE SIGN 9/.5/' ,EEO - _ POLE ° URB oSIGN SIGN METER - SIGN i B INV IN= CURB N - - (7) I- DI TO - _- TOP 568.06 _ -pHe CURB W 5 w w w O _ / _- - OCiN- OHE- W W - - - - - - - - - - - - W ( SEALED) - LID S -- _ ----__>- - _ PEA ° i R w IRON .�. O ° ,W 1g7• ��- ULL OHE� �_ W _ _ W�W- - L=387.34� Sd9-Sb'9-S'd9-S 9 S S'd9 Sb'9-Sb'9-Sb'9 -Sb'9 Stl9 EDUND ROCK SV9 SV9 - - - - - - - - - - - - - - - - - - - -S"- _SVD StD Sd9 (5)IGN7 -0 _1 w�W �SV9_SV9 _-------- NVOUT=-Se�see- / \, \ WALL QHE-? _SV9\ SV9 - - - _ _ - 33 Tam \ - \ / - __ )HE9- _. a^- - =jam _ ,"i^� '�i P OHE_-_- ER D - ,,-%� < - - CURB &GUT=W- - ' FfiIGFi- _S _Sep-Sd� _ - - - - _ U ROUTEROAD- -__\-__ Q _ - - -WSW - - S ONE DECORATIsd -Sd' _ _ _ - - SHOWN AS 0, _--- - , 0 L \' i ' , _ _ - SV9 _ - - - - - - ---------- ------ --- - ' - //, --sd� --------- ----WIDE N P \� �PLAT 4 Sg�.� 9 V� WATER LINE & N D --- _ _-- - ��rIIN _- -- 2 4" 56 55 W SI -TNV= UT= Sd�-sd�-Sd9 - _ _ - (D.B. 1560-43\ ------------------ � - --------- _ 565.54 5 4�5 SV� _ _ _--_---_--- TOP OF DROP INLET -Sd9 N=560.28 D _ --------------- GRAPHIC SCALE ELEVATION = 555.23 F R ROA ) -- \W_�_ �Sd� _ 250 (IVY 432 - - --- _ 9 6 _ 30 0 15 30 60 120 GAS GAS GAS GAS _ ON PUN, IN D.B. 2 GAS _ - - - - SHOWN P'S g0 _--- ___--- ( IN FEET ) 1 inch - 30 ft. 77� ' SCOTT R. COLLINS�: ,� Lic. No. 035'791,� ZONAL E� F �� \N� FR\ /\ TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE o \� 8ss- q F� of T D C PLANT. \ ® �' `` FAT R\\ 3. THE LANDSCAPING PLANTS AND TREES ADJACENT TO THE SIGHT DISTANCE TRIANGLE WILL NEED TO BE MAINTAINED IN THE AREA BETWEEN 2' AND 7' ABOVE GROUND AS CLEAR ZONE I \ /' \ w CO (n TO PRESERVE SIGHT LINES AND ACCOMMODATE PEDESTRIANS. \\ DOUBLE STRAND #12 GAUGE WIRE' TREES UP TO 4" CAL, SHALL BE STAKED p C l / \ WITH RUBBER HOSE & TURNBUCKLES < WITH 2-2"x2" HARDWOOD STAKES: z � \ 6 I TREES ❑F 4" CAL ❑R LARGER SHALL BE O O 2"x2" HARDWOOD STAKE I\ - F- < \ \ + 16 Mpz \ \ \ \ GUYED WITH 3 EQUALLY SPACED, TWISTED, c \ \ X (2)IN F CUT & REMOVE BURLAP FROM TOP \I- AND TURNBUCKLES. LOOP HOSE AROUND �j L 1/3 OF BALL AS SHOWN F TRUNK: FLAG WIRES WITH CUURVEY TAPE: U) � \\ PROP D 2' s /F/`/� ° \ \ SCARIFY SUBSOIL TO 4" MIN DEPTH \ \ REFER TO SPECIFICATIONS FOR C \ CURB CU AVED ' 12 \a- \ MULCH SAUCER �\ li/ /�1�\� FURTHER INFORMATION F \ (4)AS (1)PA GRAVEL CEDAR �Y I ✓ J FINISHED GRADEui T.M. 6025A INV IN= TREES UP TO 4" CAL: SHALL BE STAKED: I/ C LOT �\ 564.26 I TREES 4" CAL. ❑R LARGER SHALL BE \� D \ POL[4_ GUYED WITH 3 EQUALLY SPACED �/ �\ `� U _ TOP- 82.0 3.89 ACRES o , GUYWIRES WITH RUBBER HOSE AND \ C TWISTED, #12 GAUGE WIRE WITH HOSE \ \ TURNBUCKLES 2/3 UP TREE I V-578.5 \\� 1 HT. ❑E T AND TURNBUCKLES. LUUP HOSE - - _ AROUND TRUNK ABOVE BRANCHES AS SHOWN, FLAG WIRES WITH 2"x2" HARDWOOD STAKES, ALIGN s l-_ - TOP OF STAKES \ s T.M. 60 24A ICI COURVEY TAPE REFER T❑ SPECS \ - FOR ADDITIONAL INFORMATION \ o - ® � ------ � � % /// MULCH SAUCER \ UNIVERSITY B OF 184 PG 139U =III 11 \ \ \ 11 XLU M rn M W I- C QQ N CD N O -4 N Lu00 M z M N � M d' i N w N N w > LU J_ Z U) ® w 0 Q U W' Lu ulU) z Lu LU N U) Jw Nolf LL J V 0 O N z J Lu H� 1 H� z I z Lu O z Lu LU Ur 0 z Lu LL � Q J U Q u z LL J Lu J O U 0 O �II� L• W J Lu w 0 N = a Ln JOB NO. 182158 SCALE 1 "=30' SHEET NO. 6 PRE-ReDEVELOPMENT SCALE 1"=50' ? I - P L \d6s_ I 12' \ \ \ \ \ CEDAR \ PULE \ - - _ - ETJ \ I EXI ` STRU ESTIMATED LIMITS OF PROPOSED DISTURBANCES (2.30 ac.), TYP. b Y \ \ 9 WILLn'r: \ / I NO PROPOSED CHANGES TO THE EXISTING BUILDING FOOTPRINT \ I � y v17 I ��� 717 A v F, I SIGN oHe�oHe- ' 64 �� i - � - � � sl Sd9 ------------------------------------------- W S 9 2011 BMP Standards and Specifications Project Name: Date: I Site Information DEQ Virginia Runoff Reduction Method Re -Development Compliance Spreadsheet - Version 3.0 C7 2013 Draft BMP Standards and Specifications 2415 IVY ROAD COMMERCIAL REDEVELOPMENT PLAN 12/16/2019 Linear Development Project? No Post -Development Project (Treatment Volume and Loads) Enter Total Disturbed Area (acres) 2.30 Pre-ReDevelopment Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed, protected forest/open space or reforested land 0.00 Managed Turf (acres) -- disturbed, graded for yards or other turf to be mowed/managed 0.99 0.99 Impervious Cover (acres) 1.31 1.31 2.30 I (Post -Development Land Cover (acres) A Soils B Soils C Soils D Soils Totals Forest/Open Space (acres) -- undisturbed, protected forest/open space or reforested land 0.00 Managed Turf (acres) -- disturbed, graded for yards or other turf to be mowed/managed 0.71 0.71 Impervious Cover (acres) 1.59 1.59 Area Check OK. OK. OK. OK. 2.30 Constants Annual Rainfall (inches) Target Rainfall Event (inches) Total Phosphorus (TP) EMC (mg/L) Total Nitrogen (TN) EMC (mg/L) Target TP Load (lb/acre/yr) Pj (unitless correction factor) Runoff Coefficients (110 Pre -Development Impervious Areas- Water Quality (Defined by the Limits of Disturbance) Existing Parking 54,475 sf Sidewalk 1,475 sf Public Road 1,275 sf 57,225 sf L40J I STING STORM ONVEYANCE CTURES, TYP. / / �11 / 1\ .t, II 1 I I Sd9 Check: I I IGN C) - -PE O O HE �y-WE POLE SIGN IN - AN 12- - _ PEAR BMP Design Specifications List: 2013 Draft Stds & Specs Linear project? No Land cover areas entered correctly? Total disturbed area entered? THE PROPOSED ReDEVELOPMENT IS ESTIMATED TO REQUIRE A TOTAL PHOSPHOROUS REMOVAL RATE OF 1.14 Ibs/yr. THIS VALUE IS SUBJECT TO CHANGE WITH THE VSMP / WPO SUBMITTAL AND IS CONCEPTUAL AT THIS TIME. A Soils B Soils C Soils D Soils Forest/Open Space 0.02 0.03 0.04 0.05 Managed Turf 0.15 0.20 0.22 0.25 Impervious Cover 0.95 0.95 0.95 0.95 POST- ReDEVELOPMENT SCALE 1"=50' P LE d6,9 fl \ - - - - -- - - I v ,tea ` 6E �u LIF V .. \ s \ s I \ I \ \ \ I \ I \ \ I I. •f / \ \ I II \ I \ EXISTING STORM CONVEYANCE STRUCTURES, TYP. ESTIMATED LIMITS OF PROPOSED DISTURBANCES (2.30 ac.), TYP. ' I • NO PROPOSED CHANGES TO THE EXISTING BUILDING FOOTPRINT Post -Development Impervious Areas- Water Quality (Defined by the Limits of Disturbance) Existing Parking 39,475 sf Proposed Parking 20,475 sf Impervious Pavers 4,800 sf Sidewalk 3,050 sf Public Road 1,275 sf 69,075 sf Overall Net Increase in Impervious Area 11,850 sf (Within the Proposed Limits of Disturbance) ICJ \ I I � \ I ` - I I PROPOSED STORM ` / / ! CONVEYANCE I ` STRUCTURES o v \ MILL -__-------------- - / / - _ 2 - oHE�oHE a � SC'iN OHEOH HE \ - ONE - zsb SIGN Land Cover Summary -Pre Pre-ReDevelopment Listed Adjusted' Forest/Open Space Cover (acres) 0.00 0.00 Weighted Rv(forest) 0.00 0.00 % Forest 0% 0% Managed Turf Cover (acres) 0.99 0.71 Weighted Rv(turf) 0.25 0.25 Managed Turf 43% 35% Impervious Cover (acres) 1.31 1.31 Rv(impervious) 0.95 0.95 %Impervious 57% 65% Total Site Area (acres) 2.30 2.02 Site Rv 0.65 0.70 Treatment Volume and Nutrient Load Pre-ReDevelopment Treatment Volume (acre-ft) 0.1243 0.1185 I Pre-ReDevelopment Treatment Volume (cubic feet) 5,416 I Pre-ReDevelopment TP Load (lb/yr) 3.40 Pre-ReDevelopment TP Load per acre (Ib/acre/yr) 1.48 Baseline TP Load (lb/yr) (0.41 Ibs/acre/yr applied to pre -redevelopment area excluding pervious land proposed for new impervious cover) 5,162 3.24 1.61 0.83 'Adjusted Land Cover Summary: Pre ReDevelopment land cover minus pervious land cover (forest/open space or managed turf) acreage proposed for new impervious cover. Adjusted total acreage is consistent with Post-ReDevelopment acreage (minus acreage of new impervious cover). Column I shows load reduction requriement for new impervious cover (based on new development load limit, 0.41 Ibs/acre/year). Land Cover Summary -Post (Fin, Post ReDev. & New Impervious Forest/Open Space Cover (acres) 0.00 Weighted Rv(forest) 0.00 % Forest 0% Managed Turf Cover (acres) 0.71 Weighted Rv (turf) 0.25 %Managed Turf 31% npervious Cover (acres) 1.59 Rv(impervious) 0.95 % Impervious 69% Final Site Area (acres) 230 Final Post Dev Site Rv 033 Final Post -Development Treatment Volume 0.1407 (acre-ft) Final Post -Development Treatment Volume 6,127 (cubic feet) Final Post - Development TP 3.85 Load (lb/yr) Final Post -Development TP Load per acre 1.67 (lb/acre/yr) Land Cover Summary -Post Post-ReDevelopment Forest/Open Space Cover (acres) 0.00 Weighted Rv(forest) 0.00 % Forest % 096 Managed Turf Cover (acres) 0 .71 Weighted Rv (turf) 0.25 % Managed Turf 35% ReDev. Impervious Cover (acres) 1.31 Rv(impervious) 0.95 % Impervious 65% Total ReDev. Site Area (acres) 2A2 ReDev Site Rv 0.70 Treatment Volume and Nutrient Load Post-ReDevelopment Treatment Volume 0.1185 (acre-ft) Post-ReDevelopment Treatment Volume 5,162 (cubic feet) Post-ReDevelopment Load (TP) 3.24 (lb/yr)' Post-ReDevelopment TP Load per acre 1.61 (lb/acre/yr) Max. Reduction Required 20% (Below Pre- ReDevelopment Load) TP Load Reduction Required for 0.65 Redeveloped Area (lb/yr) Land Cover Summory-Post Post -Development New Impervious New Impervious Cover 0.28 (acres) Rv(impervious) 0.95 Post -Development Treatment Volume 0.0222 (acre-ft) Post -Development Treatment Volume (cubic 966 feet) Post -Development TP Load (lb/yr) 0.61 TP Load Reduction Required for New 0.49 Impervious Area (lb/yr) INv I I o�E 000 � G O O HE �y-OHE POLE SIGN IN= ,2---- PEAR NTH AFT O � SCOTT R. COLLINSZ' U Lic. No. 035'791. ZONAL E� Z O � Q L ZW U O 0 Z U) r J Q O e ~ C z C > W L C W ce L 01 O1 O1 W Q N CD rJ O -4 N z Q /J/•�� � I` I..0 CY) H N J I� N ll� z LII N '--' N � z i ~ J z � W J w J C G z U W J W Lr,O J w z U 0C I I I J W U � 2: UlCO I..I..I O ZW Lij�� O - W U w IIIIIJ o J Q I:e �\\ (� N / ll1 L / W U 1-- F- 1-- LU N W CL JOB NO. 182158 SCALE 1 "= 50' SHEET NO. 7