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SDP201900058 Plan - Approved Initial Site Plan 2020-01-23
GENERAL NOTES OWNER: CURRELL CORPORATION 35 OLD FARM ROAD CHARLOTTESVILLE, VA 22902 Zmqjmo ,Lvy KuAU L%JMMCKLIAL DEVELOPER: HUNTER E CRAIG COMPANY 1900 ARLINGTON BOULEVARD CHARLOTTESVILLE, VA 22903 (434) 974-4500 ENGINEER: COLLINS ENGINEERING 200 GARRETT STr SUITE K . CHARLOTTESVILLE, VA 22902 (434) 293-3719 TAX MAP NO.: 06000-00-00-025AO COB17/568 TOTAL PROJECT AREA: 3.89 ACRES TOTAL NOTE: A BLA IS BEING PROPOSED WITH THIS SITE PLAN TO RELOCATE THE PROPERTY LINE THAT CURRENTLY PASSES THROUGH ONE OF THE EXISTING BUILDINGS. THE NEW PROPERTY LINE WILL BE LOCATED JUST TO THE WEST OF THE BELL -AIR MARKET BUILDING, AS SHOWN ON THIS PLAN. THE PROPOSED BLA WILL ADD AN ADDITIONAL 0.91 ACRES FROM TMP 60-25B TO THE PROPERTY (TMP 60-25A), WHEN COMPLETE. NO IMPROVEMENTS ARE PROPOSED WITHIN THIS 0.91 ACRES. THE PROPERTY LINE ADJUSTMENT (AS REQUESTED BY STAFF) IS THE ONLY MODIFICATION ASSOCIATED WITH THIS AREA. NEW TOTAL PROJECT AREA (AFTER BLA): 4.80 ACRES ZONING: C-1 COMMERCIAL ZONING. THE PROPERTY IS ALSO SUBJECT TO THE AIRPORT IMPACT AREA (AIA), ENTRANCE CORRIDOR (ARB), AND STEEP SLOPES OVERLAY DISTRICTS AS DESCRIBED IN SECTION 30 OF THE ZONING ORDINANCE. THIS PARCEL IS ALSO SUBJECT TO THE ACTION OF A SPECIAL USE PERMIT GRANTED IN 2004 WITH SP2004-00021 FOR A BALLET SCHOOL. TOPO & SURVEY: SURVEY PROVIDED BY ROGER W. RAY & ASSOCIATES IN AUGUST 2019. TOPOGRAPHY IS FIELD SURVEY PERFORMED BY ROGER W. RAY & ASSOCIATES. TOPO FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER, 2019. DATUM: NAD83r NAND 88 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 USE IS 2BF960 SF AND THE EXISTING COMMERCIAL BUILDING THAT SHALL REMAIN (WITH NO IMPROVEMENTS OF CHANGES TO THE CURRENT USE) IS 17r425 SF. PROPOSED: THE EXISTING COMMERCIAL RETAIL BUILDING WILL BE RENOVATED FOR THE FOLLOWING USES: 2,500 SF RESTAURANT 2,000 SF COMMERCIAL GROCERY STORE 21,180 SF COMMERCIAL OFFICE 3r280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION TOTAL SQUARE FOOTAGE: 28,960 SF EXISTING BUILDING TO REMAIN WITH CURRENT USES: 21465 SF MEDICAL OFFICE 6,800 SF BALLET SCHOOL 8,160 SF COMMERCIAL OFFICE TOTAL SQUARE FOOTAGE: 17,425 SF WATER SUPPLY PROTECTION AREA. N A su/ WATERSHED / WATER RESO URCE AREA: RIVANNA RIVER DRAINAGE BASIN ALLOWABLE DENSITY■ N/A I PROPOSED DENSITY: N/A ■ GREENWAY DEDICATION. N / A - EXISTING PAVED PATHWAY ON THE PROPERTY TO REMAIN ■ BUILDING HEIGHTS HALL NOT BUILDING HEIGHTS. EXISTING (i) STORY BUILDING TO REMAIN. MAXIMUM U G G TS S O EXCEED 65 FEET. NOTE: HEIGHT OF BUILDING OVER 40 FEET OR 3 STORIES SHALL PROVIDE A STEPBACK PER SECTION 4.20. ■ ■ SO BLDG. MINIMUM FR OM R W OR EXTERIOR ED GE OF SIDEWALK IF SIDEWALK IS OUTSIDER W. SETBACKS. FRONT SETBACK. / EXTERIOR EDGE OF SIDEWALK IF SIDEWALK IS OUTSIDER W. FROM R W OR XT BLDG. MAXIMUM FR 30 BL / / 10 MINIMUM FOR OFF-STREET PARKING OR LOADING SPACES FROM ANY PUBLIC STREET R/W. ■ SIDE & REAR SETBACK. ■ R THEM NTI ELL HISTORIC L R RAL AREAS O O C O D RE IDENTIA U LOT ZONED S IF THE ABUTTING LO S O MINIMUM: U r U r SHALL BE LOCATED CLOSER THAN 50 EXCLUDING SIGNS,N DISTRICT. I N O PORTION OF ANY STRUCTURE, () PARKING OR LOADING SPACE SHALL BE AND II L FEET FROM THE DISTRICT BOUNDARY; ( ) NO OFF-STREET P LOCATED CLOS ER THAN 20 FEET TO THE DISTRIC T BOUNDARY. A ANY PRIMARY STRUCTURE HALL BE IAL OR INDUSTRIAL, ST UCTU S ZONED COMMERCIAL O US ABUTTING LOT IS O CO IF THE U G O CONSTRUCTED AND SEPARATED IN ACCO RDANCE E WITH THECURRENT EDITION OF THE BUILDING COD E. MAXIMU M: NONE - FEET IN HEIGHT OR FOR EACH STORY STEPAACKS. FRONT FO R EACH STORY THA T BEGINS ABOVE 40 R I LE THE MINIMUM TEPBA K HALL BE WHICHEVER S SS S C S ABOVE THE THIRDSTORY, O r 15 FEET. SIDE & REAR: NONE PRIVATE TRAVELWAYS: CURB & GUTTER AND ASPHALT TRAVELWAYS UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER AGRICULTURAL/ FORESTAL DISTRICT: NONE EXISTING VEGETATION: TREES ALONG THE WESTERN PROPERTY LINE AND (3) LARGE TREES ALONG THE SOUTHERN BOUNDARY. ADDITIONAL LANDSCAPING AND VEGETATION ALONG THE NORTHERN PROPERTY LINE. LIGHTING: EXISTING LIGHT POLES AND BUILDING LIGHTING SHALL REMAIN AS IS. NO ADDITIONAL LIGHTING IS PROPOSED WITH THE SITE PLAN AMENDMENT. LANDSCAPING: A LANDSCAPING PLAN SHALL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER IS PROPOSED ON -SITE FOR TRASH SERVICE FOR THE BUILDING■ PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. PARKING REQUIRED: RESTAURANT: 2,500 SF x 13 SPACES/ 1000 SF = 33 SPACES RETAIL: 2r0O0 SF x 80% x 1 SPACE/ 100 SF = 16 SPACES OFFICE: 31,805 SF x 80% x 1 SPACE/200 SF = 128 SPACES BALLET SCHOOL: 8 PARKING SPACES MANUFACTURING AND WAREHOUSE: 1 SPACE/EMPLOYEE ON THE LARGEST SHIFT (7 EMPLOYEES) = 7 SPACES 1 SPACE/500 SF OPEN TO PUBLIC (5000 SF) = 1 SPACES GAS STATION/RETAIL (TMP60-25B): 2,350 SF x 800/a x 1 SPACE/100 SF = 19 SPACES TOTAL PARKING REQUIRED: 212 SPACES REQUIRED PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 212 SPACES 96 EXISTING PARKING SPACES AND 116 PROPOSED PARKING SPACES NOTE: THERE WILL BE A PARKING EASEMENT ON THE TMP60-25B PARCEL FOR THE EXISTING 15 PARKING SPACES BEHIND THE RETAIL STORE. .p 0 9 v I #[z d19 I qhk 11 4ill - 11L INITIAL SITE PLAN SAMUEL MILLER MAGISTERIAL DISTRICT f R L=75 L206.85 x' r _ / 20 � __� '�f ALBEMARLE COUNTY, VIRGINIA 11 % ..K I`_ O o ;:". f,�, ^a �I �`` r '� . 7 a,, r I. r'r,,rv, �, ' OQ+ 4 �e �� , 1*11 ti•, , ' , { a b,L -` c.��} r t 1.1 N\, �,�� � , ��: , , I �� % - , , . 'i " _ , . , ~� r °5 r� { ,i 12' y .:. r• . i :s.c: c,..,tD+�R '. t i A` 4 r l.' �S t�, F , ii ; 'fir '~ a Y �K t'� kp ;:i:: v2, -w" °A C 3. 1` }l%1. r `d�� �� _ , a �. r�11wr P `. :,> r ,, ...r,. .......... ....k ::::;: t{r; . . :5 ) :. t / --\ / 1: ,.,.; f r:•:::c%:-4i:fi::iv:?::4i:•::::::•:: ''' n y: , .............._.......,.......,....,-,--...... ....... t• i; ,.. i' t. _ r :r v. 11 A a ,,,' �.................... , '>.. r,". 2 L. M t 1It • 1 5 s ,. y _+ i �� }. f �t A • ,b R a- u w 'i h -. r� 1 e�Y b -^9 I. (' I- % _ T 't i • > r' •� 1 a t :r A .. �� I � r ,�j�-O . ...i..r-.M. b .t h li ::•.+tar,::'.•:• 1 K 111, .i\ ".,-_____l � ::::�:;:; :;. �.'-.',.......................................... mam SHEET LAYOUT SCALE: 1" = 60' T.M.P 60-25 ROSSER ASSOCIATES D.B. 1083-50 D.B. 635-308 PLAT G: C- COMMERCIAL I ZONING: 1 MMER IAL OFFICE C S C USE: COMMERCIAL OFFICE �I , r "2' ''-a.,, k I ;I" T •i PROPOSEDzr5 O 005E a t.. OFFICE INCLUDING 2BO5FDF MANUFACTURING/PROCESSLiGI z .'+` , ASSEMBLY/ &FABRICATION �: f, "•., it, 1."I GRAPHIC SCALE 60 0 30 60 120 T.M.P. 60-24A UNIVERSITY OF VIRGINIA FOUNDATION D.B. 5184 PG.139 ZONING: RA USE: RURAL/RESIDENCE T �� :'. .: \ 1. t Y �1 y t', ' . ,, { �``•� S F• J5-.a.:.t t�U-t_, tAiT SPr.C£S 00 NOl' r () ..,I 0 V7T4tlARDaY RiiL Kha } r z• 7: { 4 �' 7 t. i. J - V t i K 1 L• 1. -;.' " .-.'.- .,o.� _ � . -'-, ., i �' br. .?, k P EXISTIN r fi trtEDlCALOFFtCE EXlSiING r •i y '' ' •' SPACE BALLET SCHOOL `',>',_ , - (zr465 SF) (6,8o0 SF) i . , . - ( IN FEET 1 inch = 60 ft. 11 ::n: �r } �,� �p�� 9y -`!B j} r--'�' 4 �,r A �? �, ,.. di. j 11 ,� rrs rr •, I 3 a.,.li-1 •.'ri`i t ut /at rG= �' 'CILt oo �e I' - p _ i �` ro f }: X �• 60 S 1 t� PROPOSED i F PR 3. 9 5 ��i- OFFICE/ / '.1 :-f-. 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Y ra � a � - ' ,„ w r � � _, .,•,..•._..a:.: " r ._._;_ �,x..a.,-a=_ � _. _..... -_ _ ... W __ � .___ _ Y�^��- ; y' _ -- - _ 'y. _ _� �.,iMu+:wa llv 't�. ,_ "' '-_ r++t -s5rn z ...,, �....-'°"`"' ,a,J.,... .. ,_.,__._.---._-_,_._,....._ ..-. . __'._.__'___,._.__ _-,....___ v .a v. µ _ ' 1YJ Y_��•�•v-.. w.. �_., .3 . ' .. . -_ ..._ --- -__..__.--_-•__."--_-_-.,__..-.-__•__... -__. ____...._-,__- --_,- -_". __._..-_- _-.•-__..____ w'm1._ ,Y Y-`' y_..._ I _T49 �__� M9 " *�•_...oru`r",•'••t+.' ✓.-u"'_'w,�•w w..�w..w_"'- I. T.M.P. 76C-A-01 1 CANTERBURY LLC D.B. 4648, PG.380 ZONING: R-1 RESIDENTIAL USE: SINGLE FAMILY DETACHED LOT RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PILAN. A STONE WALL, FOR SCREENING PURPOSED ONLY, IS PROPOSED ALONG 'IVY ROAD ADJACENT TO THE PROPOSED PARKING LOT. RECREATION: N/A CRITICAL SLOPES: MANAGED STEEP SLOPES ARE EXISTING ON SITE ASI SHOWN ON THE PLAN. NO IMPACTS TO MANAGED SLOPES ARE CURRENTLY PROPOSED WITH THE DEVELOPMENT. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. LAND AREA: (TMP-6025A WITH PROPOSED BLA ADJUSTMENT) - TOTAL ACREAGE; (4.80 ACRES) EXISTING BUILDINGS: 46,385 SF - 1.06 AC. (22.2%) PROPOSED PAVED PARKING AND TRAVELWAYS: 212r950 SF - 0.53 AC. (11.0%) SIDEWALKS: 3;1505 SF - 0.07 ACRES (1.5%) EXISTING PAVED/GRAVEL PARKING AREA: 87,300 SF - 2.00 ACRES (41.8%) OPEN AREA / LANDSCAPING AREA 521055 SF - 1.14 ACRES (23.5%) IMPERVIOUS AREAS: 159,430 SF (3.66 AC) TOTAL PAVED PARKING AND CIRCULATION AREA: 110,250 SF T.M.P. 76C-B-01 A BERRANG, KATHI D.B. 1998, PG.378 ZONING: R-1 RESIDENTIAL USE: SINGLE FAMILY DETACHED LOT STREAM BUFFERS/FLOODPLAIN: NO STREAM BUFFERS ARE LOCATED ON THE PROPERTY IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THE PROPERTY ALSO DOES NOT LIE WITHIN THE LIMITS OF A 100-YEAR FLOODPLAIN, PER FEMA MAP NUMBER 51003CO267D ADOPTED FEBRUARY 4. 2005. NO IMPACTS ARE PROPOSED FOR ANY STREAM BUFFERS OR 100 YEAR FLOODPLAIN LIMITS WITH THE REDEVELOPMENT OF THE PROPERTY. THE PROPERTY IS NOT LOCATED WITHIN A STATE DAM INUNDATION ZONE OR FEDERAL DAM INUNDATION ZONE. STORMWATER MANAGEMENT: STORMWATER MANAGEMENT FOR THE PROPOSED IMPROVEMENTS ON THE SITE AND A 20% REDUCTION FOR WATER RUN-OFF SHALL BE ACCOMMODATED WITH ONSITE FACILITIES. THESE FACILITIES, AS SHOWN ON SHEET 4, SHALL INCLUDE IMPERVIOUS PAVERS, WATER QUALITY SWALES, AND UNDERGROUND DETENTION. ADDITIONAL WATER QUALITY NUTRIENT CREDITS MAY BE REQUIRED TO ACHIEVE THE NECESSARY REMOVAL RATES FOR THE DEVELOPMENT. A FINAL WPO AND VSMP PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL, PRIOR TO LAND DISTURBING OPERATIONS AND PRIOR TO FINAL SITE PLAN APPROVAL. VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR SHEET INDEX W [M+ SHEET ■ m COVER 1 +� E IN G CONDITIONS & DEMOLITION PLAN z CN ■ LAYOUT AND UTILriY PLAN GRADING & G D DRAINAGE PLAN 4 G I NOTES &DETAILS 5 dl` -1 i--I-- LANDSCAPING PLAN 6 I TOTAL SHEETS 6 Nn. 1- NOTES: H CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND N UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING (V 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. Q W �- THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB SURFACE UTILITIES PRIOR W O A O O S E ., T ANY WORK K NIT LJ ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED I THE SITE VICINITY DUE TO / I TI N _j 2: PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR REPAIRED BE SHALL I RED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE U) REPAA ED AT THE DIRE TION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK C C C r THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE W o `\. WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, C ANY EXISTING G-12S ALONG THE PERIMETER OF THE SITE uj SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. 0 > �_ ALL S G N A D PAVEMENT MARKINGS SHALL BE ONSISTENT WITH HE MUT D. I NI G N C T C W L.LJ W I ADDITIONAL NOTES. m 1. ALL GRASS AND LANDSCAPING AREAS SHALL BE PRIVATELY OWNED Q C) AND MAINTAINED. W Cl) 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAY AND TRAVELWAYS AND WILL NOT MEET THE STANDARDS FOR I w ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND '`►�,,,�,• I WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF I TRANSPORTATION OR THE COUNTY OF ALBEMARLE. Q W 0 3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER f- P., AND SEWER. U U Z) U) ul PROPOSED TRIP GENERATIONS: (ITE TRIP GENERATION, LOTH EDITION) 21500 SF RESTAURANT = 280 VPD (25 VPH AM & 25 VPH PM) � W 2,000 SF COMMERCIAL GROCERY STORE = 214 VPD (8 VPH AM & 19 VPH PM) f - 29r340 SF COMMERCIAL OFFICE = 286 VPD (34 VPH AM & 24 VPH PM) LLJ 31280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION = 13 VPD (2 Z L j F VPH AM & 3 VPH PM) ~ 0 21465 SF MEDICAL OFFICE = 86 VPD w U 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) ~ 21350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116 VPH PM) �- C) TOTAL PROPOSED TRIPS/DAY: 2,372 VPD W -'- r..XISTING TRIP GENERATIONS: (ITE TRIP GENERATION, LOTH EDITION) ' Q 28,960 SF COMMERCIAL RETAIL/HARDWARE = 265 VPD (32 VPH AM & 78 VPH o� 0 PM) < 2,465 SF MEDICAL OFFICE = 86 VPD (.7 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) .Ail � U, _II1,Ii! 2,350 GAS STATION (6 PUMPS): 1,467 VPD (96 VPH AM & 116,'YP,HIAM) iaile I y)ujAtl .1 C3 0 TOTAL EXISTING TRIPS/DAY: 1,844 VPD C-oll'ingf6/ Dev,.,)10omerit Depa-lr ,_I N 1- Date i - ;L 3 .- � o'). u 'TOTAL INCREASE IN TRIPS/DAY: 528 VPD` �»� 1 `� '�-5�4�w����^ . ��-- - " _• w _j APPROVALS , ' 1 'I,'� �ik�_P_A.- _ _ -_ DEPARTMENT OF COMMUNITY DEVELOPMENT =-._ PLAN N R/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SE RVICE ERVICE AUTHORITY VIRGINIA DEPARMEN"I' OF 'f'RANSPOR"I'A`I'ION .. HEALTH DEPARTMENT - _- - - --_,--,_, �- 1 r w � w a = to 1013 NO. 182158 SCALE 1 rr=S0` SHEET NO. R 0 OU N AD 0 R=2962.75 L=206.85 MH 20' ? SANITARY 411 ESM T. -10 SEWER --178) (D.B. 2706 0 [w TEM P, SET 'M T, ,QONSTR� IRO�� .......... - C (Dl 2706 /0 /A(z V -1 otc- Q ��A 0 //VC GRAVEL, C�, /�x C N _4 16co ro A) 0 a 'EXISTING FENCE It \ 11 D 4'F X 562.�,, ------------------- INV.IN 0,556.39 ENC LOSURE AREA, TO�BE REMOVED DI I V, r7 -2 VE 2' 5A D,. 5 16, � - I , '.1 ::: "EDAR GRAVF1 p -4, V EXISTING. *s n INV 1N 5 6 4. 2 6 LIGHTPOLE AND bt J OVERHEAD POWER TO BE REMOVED I 'V--b78,5 \FENCL 0P=582J`) W Lu :lZ U) ul Lu uj Lu ul I T - 0 Lu z a: FRAME u F_ ? PAV D .1 T F ,E LIGHT POLE PAVED :Z0, WOODEN 20' WALL CONCRETE PAD lTER DUMPS 'N _V (�ONQREJE' NOTE: LAST (2) SPACES DO NOT COUNTTOWARD THE OVERALL PARKIN FORM'_RLY Q- ? STATE ROUTE 754 (60' R/W) PAVED 1W TER 'N69'"07'00"W AIL RDR METER GUA T.M. 60-24A 0 0 DAR ....... ... . ........... . . , - - . . % . 7, . . - RURAL/RESIDENCE 15 130 60 120 ZONING: RA -25A T. M 60 USE '�,k'JA -_ D.B. 5184, PGA39 UNIVERSITY OF VIRGINIA FOUNDATION GRAPHIC SCALE AVEL LOT A IN FEET EXISTING REMAIN 1 inch 30 fL 3.89 ACRES' WALL: 432 SLOPES TO Pl[:)E EXISTING GRAVE4, 5 EL REMOVEDFOR IRON U AREA TO BE ------ ------ 556,55 -------------- EXISTING LANDSCAPING PROPERTY LINE F&L' N D TO BE RELOCATED DI 1`0 WITH A BLA WA L L LI'l-il T I N V I 5, 2 7 7 NOTE! LAST (4) SPACES DO NO DI Top= 12 P IN= COUNT TOWARD OVERALL PARKIN( PROPOSED B 45 - U % .. . .. �,l V. I t�l 5 , , , i , , � �: AVEL 5 7�'_',� GR V= b POLI V, QU 5E d, OP T ........ -3-3 u 560,70 D1 -C QN C. LA o.q�i SUBRACTED FROM NTRANCE NPIDED TO 60-25A TMP 60-25B AIND ACRES TO BE -RANCE RAP EN 562,35 INVJN= 562�42 n E 4 STUCCO :`::..FASEMFNT:� TREE '0 LD (5,250 SF) /v DECK L FNQR0ACHME�1T CS EXISTING GRAVEL REMOVEDFOR AREA TO BE J FRAME WALL LLI BLDG� ......... PROPOSED 562.43 LLI LANDSCAPING m ENTRANCE V�ONC, Ln 560.06 /VC E 6 0. 07 wi LLOW ASINGS F- 0 ui 5 _NTR ::bl TOf*��:t::: uj DLANTER L- Ln 56, Q 3 �ST�_ BRICK ENTRANCE C: BLDG. FRAME LE 560.07 ENTRANCE 559l80 (28,960 SF) z -AUTO METAL B LD BRICK BLD FRAME F_ SPKR '15 EXISTING ENTRANCE— G. NEW BUNPAR.y,:�j�- 562.43 MANAGED T.M.P 60-25 (12,175 SF) LAN SLOPES TO TER ROSSER ASSOCIATES L REMAIN FROPERT-Y D.B. 1083-50 D.B. 635-308 PLAT WOOD )��q �c C y -1 COMMERCIAL OFFICE ZRAMP ZONING: C -ENTRANCE 'ENTRANCE' USE: COMMERCIAL OFFICE 560,03 56 0.03 ICE 562.40 EXIST. SAN P A V/FD S'WER BOX T.M. 60-2518 N LOT B -1 T ENTRANCE �;P Q_L T UL ANOI 562.30 1.71 ACRES AV .0 X15TING'0 EM8 GAS 1 ST EXISTING EXISTING LANDSCAPING EXISTING GAS tdk�kEMOVED METER -ff4 ��j�j BRICKI FDC QM ADJACENT TO BUILDING TO METER TO BE )G BE REMOVED RELOC:ATED bL1 UTILITY WATER ? M FRA f7 A tMAGNOLIAS _L NOU BOX OVER G 0 VERHANG ..... . AP wool WA BUSHES F �RETAININ R u A E -TO, BE,:: '�EWE RAL' -TO BE IMAGNC :�MW EXi�TING 4 R v C SANITARY )LIA OVED:, R LATE RF-PLA, CED WITH NEW, ETAL EXISTING TI ?EES TO� 21 CANOPY 616'�Vtl,SEWER LATERA' N I 1.� BE REMOVED 6 LILOW EXISTING C 101 1 Ow OAK KA ------- RAMP TO Bg kv, REMOVED 10 EXISTING ASPHAJ 15 'SI N PATH TO BE REL ATED IWATER "LLOW OAK IN POLE METER MANHOLE, V U R E83 Q I TOP=568,06 CURB 9,- 0 F . ... ... ------ 0�j?. E . * -00 v PEAR L=387.�_,+ OHE . ..... V IRON POLE SVII SVE) sv5 SVD 0 FOUND R K SVE) sv9 SVEJ 0j4E svq OC N7 svg SVE) ILL 9 INVOUT= '' -11 1 -, WA ................. -TER ..... ... ...... 4�1 - S.,49 sq, S:49 �,-7 250 TIV OA SHOWN AS U.S. Rb[jTE 801 WIDE ON LAT IN D.B. 296-432 99 'A Aj -1560-4,35) j WATER LIN' p (D.B. ------------ _____'BEN,GH.M-ARK,- -5, 5' EXISTING 11DI4___---- TOP OF DROP INLET GRAPHIC SCALE I N 5 6 0. 2 8 RI�ETOBUILDING ROA -_-__�LEYATION 555.23 I 1\1 V. I IN, 6 0 -18 432- 30 0 15 30 60 120 6A ou GAS GAS ISTING WATER LATERAL & METER TO BE REPLACED IN FEET 1 inch = 30 ft. I LEGEND: AP AIR PUMP B BOLLARD CO CLEANOUT DI DROP INLET FC FILLER CAP FH FIRE HYDRANT GM GAS METER LP LIGHT POLE MH MANHOLE MW MONTIORING WELL P POLE PT PROPANE TANK s SIGN TB TELEPHONE BOX UL UTILITY LID WM WATER METER Wv WATER VALVE YH YARD HYDRANT OVERHEAD UTILITY LINE FENCE GUARDRAIL H 0 SCOTT R. COUINSZ Lic, No. 035791,1�, 15��IOXAL w - i2 z Lu 0 z 0 z u 0 _j 0 z V) U) (n U LU V) z Lu Z) a V) 0 0 IF > Z CL Lu uj U) uni z ce Lu Lu Ce. Ch Ch Lu rq C) 0) CY) Cyi cr) cr) 04 CN Ld _j .j LLj LuF_ 0 z Q w w F- ulD W w w W w 0 C) 0 N W U) F_ z CL :;;p u.j 0 37 a F- . 1�.4 0 j .J 0 uj 3;m > Lu Lu 0 0 06 uj V) re z 0 < F- P-4 1�-q u 0 uj 0 u: 0 U F- V) M p--q x < Lu 0 L0 Lu uj 0 W Ce m Im JOB NO. 182158 SCALE 1 11=30' SHEET NO. 2 ___ - - ____ - - ____ - - -,-q '__��[RON OUND 16 N?4: 11MH 20' SANITARY' SEWER ESM T. (D�13- 2706 -/,,,-178) r U� z �3 FRAME BLDG, UTILITY NOTES: 0 A MINIMUM OF 3.'OF VERTICAL SEPARATION FROM STORM SEWER& WATER AND SEWER LINES MUST BE PROVIDED. TEMP. 'QONSTR. SM T. D 2706 I X, r 0 P,�zz 1-5 8,2). Vz 5 7 8. 5 R-2962.75 L- 206.85 SITE PLAN NOTES: 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES AND BOUNDS, AND SURVEY INFORMATION. 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 4. ALL BUILDINGS ARE EXISTING STRUCTURES WITH SLAB ON GRADE FOUNDATIONS. 5. A MINIMUM 2o'DRIVE LANE (CLEAR OF PARKED CARS) SHALL BE MAINTAINED AROUND THE COMMERCIAL BUILDING. 6. CONTRACTOR SHALL RELOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO WORK WITH UTILITY COMPANY FOR THE DESIRED LOCATIONS. 7. CONTRACTOR SHALL REPLACE THE PORTION OF THE EXISTING ASPHALT TRAIL LOCATED ALONG THE FRONT PORTION OF THE SITE AS SHOWN ON THIS SHEET. 8. 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 BAND AND THE OVERALL BUILDING. MUST BE PROVIDED. IRON 'Po 2. A MINIMUM 3.5'OF COVER MUST BE MAINTAINED OVER W/L AND S/L. 3. A MINIMUM OF i.5'OF VERTICAL SEPARATION FROM WATER AND SEWER LINES AV D SET 4. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATED FOR P PUBLIC USE. 5. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER SANITARY SEWER WATER LINE AND PAVED ACCESSES. POL ;CE LIGI-I'T Q? -IN CONTRACTORTO NOTIFYTHE ENGINEEROFANY DISCREPANCIES SOTHATTHE ELEVATIONS OF THE TIE C� /0 CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. Q 0 P VED 178 6. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG ATTHE LOCATION OFTHE EXISTING UTILITIES T AVED /IVC HIEVED. CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE AC 7. A KEY BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE ? FIRE MARSHALL's OFFICE TO DETERMINE THE LOCATION. /C 20' aWOODEN CONCRETE EXISTING6RAVEL-'' L EA. ORtMA[W., WALL .......... C? INV IN DUMPSTER PAD �`UA'r DR A 556-39 INV.IN= '5' 56� (=CR E 11 U NOTE: LAST (2) SPACES DO NOT R'AV' C E D R PARKIN COUNT TOWARD THE OVERALL E 12' ROUTE 754 STATE 5 4.26 F (60' R/W) �.p PAVED 0 0" REATb�Rk4IAIN' 28-09 METER -GR OLE I T E N69,0 7 cu� IWATER 'EXI N(�PAV�MENT-_ 8! I /OVER�. UNIVERSITY OF VIRGINIA FOUNDATION D.B. 5184, PG-139 :z:_-- w vp, T.M. 60-24A .................... y . ZONING: RA RAY ................ .......... ........ .......... ....... M . T. .�.,6 0 2 5 A, .................. SVE) -- USE: RURAL/RESIDENCE . ..... ...... RIP .............. . ................................ RAP S ...... -71 :.9. 91 ........ .... ...... ....... ............. L-A- ................. OT 3�*8.9 ACR Y P.. YVALL 20' ....... ... . . .................... ............ 432 ....... .... S ROU ............... AC. S 49 . ............ . ..... ................ ....................... . ........... ...................... ......... ... ...... ........ ............................ .... ................. ... ....................... PIPE AVEI 3.8. .... ................... ..................... ............................ ....... '556 5-R .............. ....... ......... .. ........... � ............. .......... ..................................... ..... .......... .................... ............. - I .. .............. .............. . . . ....... . .............. ................ ............. I ......... I., . ........ ........... ........... .................................... ....................... ........... ................ .......... FOUND ................. ......... ............... ... ........................... ...... ..., ....... ALL .. ....... .................... 5 ........................ ....... ........... ........................... ... ........... '12, ....... IN ...... ........ COUNT TOWARD OVERALL PARK W 'T .......... .................... 56 70:_ ............ .......... ...................... P 0. .......... 5Q ............ C ................................................... PAVEMENT . .......................... ........ LAST (4) SPACES DO -.555,bO': ..... ................................ ...... . . . . ............ ...... ..... ................. ................ . ................................... AREA TO REMAIN ................ DI EXISTING GRAVEL- ]RON TOP= "I PROPOSED CONC. 14V 578.8 ....... �'4 0 ....... ... BUMPER BLOCKS .. .......... NOTE, NOT ........... CM'P ING EDGEOF -�Cp- '5;, . ................ . ................... E ............ qN C B 8 .............. ....... .................. .............. .... .. ... ......... ..................... .......... ............... .. .. .. ............ RIP ENTRANCE .......... ........ ........ .... ... ....... ... . ............... . .... ... ............... 562.42 ................................. ................ ....... .... ....... 0, ..................... "I', .................... ........... ... .. -T DUMPSTER & �ING.SPACES . .................... T ... RAVELWAY ... ................ ....... . ........ !NV.IN= :��PROPOSE ........................ I ......... ....... I PROPOSED RAP ENTRAN ....... CE 562�35 Mv ................... ... .... -�58.84 LOCATION OF .......... -_TE .. ......... DUMPSTER PAD y CONC. .................. ... ....... ... STUCCO PROPOSED 3.o,5oo SF ............. .......... 7:17 ........... DECK "ENO OFFICE (INCLUDING 3,28o SF OF ........ ...... (5,250 SF) :ENCROAQ EXISTING MANUFACTURING/ PROCESSING/ .,A .................................... -2 EXISTING ............... ............. ............... 9T9 6 \MEDICAL OFFICE NEW PROPER ............... . ........ -TSCHOOL ............ ....... LINE WITH . .. ........ F�AME PAVEMENT SPACE EDGEOF ASSEMBLY/ & FABRICATION I ULj WALL LU 562.43 BLDG. ADJUSTMENT ................... (6,800 ENTRANCE SF) BOUNDARY LINE (2,465 SF) INV IN= PRO CG_2 CURB Ln ................. ... ................. ... �LOAD ............... ... 15 I I , : * 5 ENTRANCE CONC. L ........ .. ING::-.. ................ ....... P 0 ENTR 560.06 i AREA 560.07 .......... CASINGS i Uj 00 ............... H Uj PROPOSED HEAVY PLANTER .................... ... ......... ................... DUTYASPHALT 3 0 0 FRAME ENTRANCE BRICK . ....... BLDG, ............. �ULE .... ....... \N TF R/ 'EXISTING:' TRAVELWAY (28,960 SF) :PLt z .................. Ulu METAL ............ $PHALT''' .................... F_ .. ..... ... -13,96o SF BLDG� U PROPOSED :IN SPKR FRAME OFFICE R MP ENTRANCE BLDG. LE BRICK -7 .............. 1 0 1 Q aVKOPOSE 6243 ............ A� TER �CESS & PARKING::" ROSSER ASSOCIATES 09 T.M.P 60-25 :;�w L ................ .......... D.B. 1083-50 ...... ao C. D.B. 635-308 PLAT ....... ...... WOOD EXISTING ................. :. , . RAMP ZONING: C-1 COMMERCIAL OFFICE ....... ENTRANCE OFFICE SPACE ENTRANCE v r D U U 1) r 560.03 �:-rd TQ A KIOE- n Cz p USE: COMMERCIAL OFFICE PAV-D .9. �55 H -0 2- 562.40 P, BOX EXIST. SAN .5 (3;�5T, SEWER wm�:: T T. M. 60-25B L 1011 - I PROPOSED 2 000 SF PROPOSED 2,500 5F j ['A FULL - LOT B cri rx Tur z-,: 1.71 ACRES COMMERCIAL RETAIL RESTAURANT ENTRANCE .......... ....... 11cl ANOUT FENCE LIGHT 1 562.30 _E .......... 2 .......... T. ]STING POLE U PROPOSED CG-12 PROPOSED 6' GAS 1 STORY . .................. ...... GAS STATION/ HAND. RAMP CONCRETE SIDEWALK 2"."- ME TER BRICK3 .............. Vou, ATM ............ -�5 b- ................... PROPOSED EXTERIOR CONVENIENCE .......... .... PROPOSED CG-12 BLOCK & Ri nr, PROPOSED BRICK PATIO (625 SF) 's: ......... ...... HAND. RAMP STORE POTENTIAL FUTURE CG-2 CURB FRAME LEANOUT 2,350 SF ........... TRAVELWAY OVERHANG OVETHANG ................ ENTRANCE AP woo ................ CONNECTION TO -:-:F XIST1:NG TREE,'. ................................. WA .................. ...... TO-:REMA1,N::.. ........... A T_ . ....... ........................... ............. ADJACENT PARCELS PR 0 plqs E 0� ........... ......... .......... Fla- ............ ........ ............... -H TO THE WEST L AA�, N 1P GAS PUMPS - si ............................. ................ ..................... ........ . ......... ly. ........ ............................ ..... ........ .. ............... .... ..... .... ......... ........ ............. . .................... ..... . ... ....... POLE,�" 'CON ........... AXA ....... .......... A5PHALT ...... A N OF' ...... ................... .......................... ............. ...... -SAN ... ....... PAVEMENT 0 . ........... R ..... ................... ....... . ........ 7-T .'STEP'_ .......... ........ �,�.�:�ANGRES ...... ....... ..................................... E X I ST ............ . ..... . N I CANOPY 4.,L F_ .......... ............ ROP09ED`BRICK:::::::-.j..8 ........ !-vp �JNF ...... ................ 77 . . . , . . . . t . . , :.%^1'.'.%'.'. . . . . . .......... .... .... ........................ . . . -0 , A : �, e , . - I I - - I - - - Q ........... / .... Z�. 8 1 b8 ......................... . . L .- - .. '' , .. .. 1. 1 , . '' * . . - I . A I ILL VVY f ................ C." 1< ___r 1 .1 1 1 3 -P.q I . I ............. ......... ....... ............... V .... ......................... iE SIG -A N �7 '171� '3 71? IGN -M - IK OH 1%\1\ PROPOSED HEAVY _,J , I .......... 1 G 1`1 H DUTY ASPHALT c) IGN I wATER ...... .... METER .......... '--CURB P01 F IGN TRAVELWAY 0H 1-n N V �IN= CURB DI Top= -- MANHOLE 4 CURB 21" FOUND ;'Z TOP=568,06 ...... w a00 0 (LID SEALED) POLE A A N 1- 110 LE -7 u w M PEAR svq SV9 svq sv.0. SVO 3v IRON L= 387.34 SVE) sv9 -vo Ag svg -- svc) sys) WEI sv9 sv!D *16' 00 tr FOUND ROCK p 6 6 sys) SV9 IJ sq9 -13 4) \ 1016,00 W A I I I SVS3 INVOU 1 4" 560-55 S3 GIs s 1 (31 N oHE sys) svq sys ROUTE NEW 3." WATER DISTANCE TO 250 (IVY ROA�__ V SHOWN AS 80' WIDE ON PLAT IN D.B. 296-432 NEARE IRAt-& MtjER--- WATER LINE 4" svq _LATE1 -4zg_e�, '��'�NTERSECTION - 416' SJ,) "qq PROPOSED 3'HK (D.B. 1560-435) U T= j.HiSTONE- \!Sv-) DECO WATKVVEE:,�' WA LL PROPOSED5' -7 40" -'WAY-- TOP OF DROP INLET GRAPHIC SCALE RO AD) .__�_ELEVATION 555.23 432 S. ROUT 30 0 15 30 60 120 IN FEET 1 inch = 30 ft. (reTH 0 C� WsCOTT R. COLLINS Lie. No. 035791�� �NSIIOXAL i2 z LU 0 U z 0 z U 0 (D z V) U LU V) 00 z LU Z:) a Ln 0 0 0z < z P4 > Z CL LU Uj (n Uj z ce LU U) LU 0� Ch Ch T_q T-4 LU 1__� ;;:� t� (4 C) 10 8r --q, T_ T-4 7-4 CF) LU CY) CY5 F_ 1-4 W < P-1 CN 14 0 z CF) F_ w LU > U) w 0 LU L9 0 j > w LU 0 _j z< r 0 LU C;b w F- U D Z) C� 0 W LU w w 0 w U C) w < 0 0 0 Ln LU U LU r*4 W LU Ce 0- ICA m JOB NO. 1821.S8 SCALE 1 11=30' SHEET NO. 3 I RON 0 U N D 20' SANITARY' SEWER ESM T. (D.B. 2706 - 17 8) TEMP� :�QNSTR "�, S M T (D. 2�06 XTOP 0 1, v =' 5,7 R=2962.75 L=206.85 M H ? L IRO�\f SET C /Vsp O/Y Q��A 0� C RAV,EL:' C C� C 56 -------- 56 �1/v /93 ,.EDAR 5 6 4. 2 A' ................ T.M. 60-24A UNIVERSITY 0 F VIRGINIA FOUNDATION P�AVEU ......... D.B. 5184, PG.139 ........... ... .................. ZONING: RA RAV 7 4,' ........... USE: RURAL/RESIDENCE ........... ....... T. M'� 60�* 25A ... .. ... .... .............. ............... ......... . LOT A ............ RAP VIA L L . ...... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . RIP .. . ... ...... . .......... ......................... A VF .......... .. ...... ....... -IN ................................ .......................... , ....... .................................. . ....... R0 L E,, ............. ....... .............. V., I ......................... ................. .. ..... .......... FOU N D ....... ......... ..................................... .................... ... ........... ........... ......... ............. ...... .. . ...... . 1p IRON .............. .......... ...................... 'PACES DO N ................ ................. ......... ....... ...... . ....... NOTE: LAST (4) ................ ................... ........ ..................... ........... ....... W COUNT TOWARD OVERALL PARKIN("�� ...... ... ........ N.. i.1,11- .......... ......... ................ ALL .......... OT 20. .............. ......... ............... ...... ....... ........... P LA 3 ............ .. ......... ... RtP ....... ...... I N:V.. . ......... ....... ........................ I . � 1 1 ........... ....... ........... ... ..... 28 5 a. 7 0 ... ....... . .......... ENTRANCE ............ . ...... ...... ....... ... .. ....... . ........ ......... ........... 562A2 562,35 RAP EN TR ANC ................... ............ 11 V. HN ........... ....... .. .......... ........... 5 8. 8 4 CE ................. .............. ........... .......... ....... ....... .............. .................................. .................. ........ ............... .......... ............. .................... ........... ............... ............ ............ . ........ ... ............ ....... ............................. STUCCO ... ....... .. ........ ...................... R E'TE ........... ...................... ... .... qAl '�MEDICALOFFIC B E T E ................ .......... .. ......... .............. 0 OFFICE (I NCLU DI NG 3,28o S F OF (5,250 SF) DE .. .................... :tNC-RQ �-A ................. ........ .......... ........................ ........ ....... ............... PROPOSED 3.o,500 SF CIS ............... MANUFACTURING/ PROCESSING/ XISTING EXISTING ............ ..................... BALLET SCHOOL -RAME ASSEMBLY & FABRICATION SPACE E .......... ... ... (2,465 SF) 8 LID 562.43 E (6,800 SF) ENTRAIN WALL .......... ENTRANCE CONC. -NTR 5 3 //V, '56 0. 0 6 POLE 560.07 UO CASINGS .......... D 1 �::M ETA PLANTER QUALITY SWALE =L , 1.1� BRICK ENTRANCE FRAME ............. ENTRANCE METAL BLDG. . ....... (28,960 SF) 'A ........... U10 BLDG. ...... BLDG. PROPOSED 13,96o SF SPKR 5, FRAME OFFICE BRICK ENTRANCE-- -7 e) 562.43 A, TER' -- -------- T.M.P 60-25 ............ (-9) �OSSER ASSOCIATES D. B. 1083-50 A p D.B. 635-308 PLAT ...... . WOOD -ION .......... .................. ............ C-1 COMMERCIAL OFFICE ENTRANCE OFFICE SPACE ENTRANCE V, EXISTING vo ,,RAMP 560,03 v COMMERCIAL OFFICE N1 Tp KI 0�:_ A -I An qp 560�03 5 6 L4 D PAV' r 562.40 zj��,j- BOX yj:l" 09, 5 t:3 -,'3 4 i::�C 2 EXIST. SAN ... XA .::T N1 t�/,:: —25B -1 T p SEWER A T.M. 60 OLIGI PT ............. 1.71 ACRES T `uE ........... 0 POL LOT B PROPOSED 2,000 SF PROROSED 2,5oo SF . ............ COMMERCIAL RETAIL RESTAURANT ENTRANCE & ...... ...... 562.30 CLEAN U E3 EXISTING "D POL .......... 1 STORY GAS STATION/ ....... ATM ............ . CONVENIENCE 'v ............ GAS M _ER E] BRICK 13LOCK & i n r, X PROPOSED 2 C U N U,� STORE T, P s CURBCUT FRAME A ............ t35 CLEANOUT 117 :: . 2 A �:A ro SF .................... 'RHANG (0 .... ov' VE HANG ........ 0 tl ................... ENTRANCE ..... . . . . ... .... ... ................. wool ... .......... .... .......... ...... 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B, UT= N 56 0, 2 INVJN=560.1 8 ....... 5 OQ6 30 a 2 S. F"Ou Pj_ AN- Q U. S. R-0- SHOWN AS 8 UTE 26-b-(Wy: "OA — __ - __ - __ �_ \__\___ 0' WIDE ON PLAT IN D.B. 296-432 V 15 30 60 120 �,,�------BEN-,C-H�M,%ARK:.,.....-.-.-.-.,-.,,---,,-,-,.-----,.,,--.-.,—,--,----- -TOP OP DPOP �NLE_T 'LEVATION - 555.23 TH 0 WsCOTT R. COLLINS Lie. No. 035791,1�, 0 101VAL i2 z Lu 0 z D 0 u z U) U LU V) 00 z uj =) a un 0 z 0 > Z Lu uj > uj ce LU (n Lu 0� Ch Ch LLI T--i T_q (N C) T_( Ci (y) C14 0 CF) CN CN LLJ Lu 0 0 F_ D U) Lu LLJ U) uj cl� 0 0 uj uj 2: CL 0 uj LLj M ui u 01� ui F. 37 0 u 0 0 z 4�� CL Lu (D z z (D z F__4 Q 9 (D Lr) LL, _j Lu C) JOB NO. 182158 SCALE 1 11=30' ( IN FEET ) 1 inch = 30 f t. SHEET NO. 4 NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: 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. BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, 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 OFA 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 15 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. CENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPEC77ON OF ALL PROPOSED ROADS MTHIN THE DEVELOPMENT WILL BE MADE BY 77-IE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPAR7MENT 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 (J) COPIES OF 774E TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REWSED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED W77-1 THE TEST RESULTS FOR APPROVAL. 3 SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED W77-IIN THE PUBLIC RIGHT -OF- WAY OR WTHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL DRAINAGE OU7FALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WA TERCOURSE, 4. GUARDRAIL LOCA 77ONS ARE APPROXIMA TE. EXACT LENGTH, LOCA 77ON AND APPROPRIA 7E 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 ME COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEE T OFFSET FROM THE EDGE OF PA VEMEN T TO THE FA CE OF GUARDRAIL, AND ROAD WA Y SHOULDER WD THS SHALL BE INCREASED TO SEVEN (7) FEE T 5. WHERE URBAN CROSS SEC77ONS ARE INSTALLED) ALL RESIDENTIAL DRIVEWAY EN7RANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WERE RURAL CROSS SECT70NS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO �VOT STANDARD PE-1. 7. COMPLIANCE WTH THE MINIMUM PAVEMENT WIDTH, SHOULDER MD77-1 AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIWSIONS IS SUBJECT TO FINAL SUBDIWSION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA770N, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEWCES SHALL CONFORM WTH 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- I OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANS177ONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 1J. A WDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE WDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE NTH VDOT'S WDEO CAMERA INSPECTION PROCEDURE AND KqTH A VOOT OR COUNTY INSPECTOR PRESENT CENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION W7HIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECT70N TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VFRGINIA DEPARTMENT OF TRANSPORTA TION (VDOT). THIS PLAN AS DRA WN MA Y NOT ACCURA TEL Y REFLECT'THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUC77ON METHODS SHALL CONFORM TO CURRENT SPECIFICAT70NS AND STANDARDS OF VDOT UNLESS OTHERWISE N 0 TED. J. EROSION AND SILTA77ON CON7ROL MEASURES SHALL BE PROWDED IN ACCORDANCE WfTH 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 J.- 1 OR BETTER ARE TO BE A CHIE VED. 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 KITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERW(SE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCA VA T70N FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPL Y WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PAR T 1926). ROAD NOTES NYLOPLAST DRA - IN BASIN WITH DOME GRATE (FOR DETENTION CELL) (I. �) I NTEQRA7EQ OUCTILE IRON UIAI E TQ �;F,CH BASIN O�1), _,___rll� 4 i -, i�) � - �� I VINIMUMPIK DQRIAL I I UE?Tli PER PIPF_ j (3) VARIABLE11*)ERTHEICHTS MUFACTIURER REGIN'theEN UATI Qfl AVAW,,,,�� iA=F'0I,j(j TO (MIN, MANUFACTLRING I . PLAN &'TAKE 02FFI REQ MME AS hIN, GUMP) � 9 (4) VARIOUS TYPES OF INLET S OUTLET AOAPTER3 AIIAILABLE: f-310'FOR CQRRU�TED HDf E �ADS NLi2NMCOR DUAL INALL, ADStHMCOR Mole, WALL)� N-1 2 HP, F70 MVM?,EX SOR35). PVC MW (EX: SCH 40), PVG CDONGM. CORRUGATED & RIMED FIX WATERTIGHT JOINT �CQRRIJGATED HOPE SHVON) ,ftq"ml_., ( � ) __,..�� I - g'- ig' 0CV,EE GRA f ES SHVILL BE CIA:r ILE IPCA FIER ASTNI A5J6 - r4lirkuE lwl_�5. 'I - �'i IT COME (MAIE� FIT Cf470 THE OMN 0MINUMTH ril',E li-j! 0�AP'X600Y10P. SLt':L)RA�littiGt,�,1.1�01-11"i. , I - PfVkvi V�211-ITQF.�'J51VIilf!lAtIQF-t�"el'4R7%PM,dg9?�Piric�TQF."'I L3E.TAF��.;',I�CRZ�ARF,.�4EED�F.�UF"O.A51N*Q _9 �,F p W, RESSTRICTIWS. SFEDR0041 110, 101-1 IW-% . 44' WE TQl �;�i. I F j I -UFANA�F Q',0t44 ECT04 � TUB JUN I �IGHTNESS 3�iA_Lf;0NK"!y( TQ AX . P4 D1212 FOR CORRU04TEDHDPE (AD$ �I-IUHMCDRDIJALWALW, A12Hpl&pycsE7lERf:r-zr,k. 15 _,%LQAfrrER$ CArl 5E �.40Uf�T�_:D oN ANY MGu o, To wr, TGUETEFtIvIINE NjjNjNi(jMi�r4Q(3; ' _ �PGI,ritVj _ .k"APTE�'i,9*LEQ.M4�l�'IQNQ.(1;01-llklg, i-t:'-'N^V,IMEC,PATESHA'iE-H(IL�WMTki!3. I GRADING . 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICAT70NS 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 WDTH AND . REPLACED WHERE NECESSARY 14177-t SUITABLE MATERIAL TO THE SA77SFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETAT70N SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECRONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE, DRAINAGE H A MINIMUM CO VER OF ONE (1) FOO T 1. ALL PIPE CULVERTS, EXCEPT PRIVATE EN7RANCES, SHOWN HEREON ARE TO BE RCP KIT 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. % - - 3. 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 NTH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICAT70NS 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 NA TURAL WA TER COURSE. PA VEMEN 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 77-IAN 10, 77-IE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL 77-IE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, 7EMPLA7E AND COMPACTION BEFORE BASE IS PLACED. J TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE /, H, OR /// PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE KILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, 77-IE PUGMILL REQUIREMENT KILL 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 COMPAC77ON BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 O.J GAL.ISQ. YD.). MENT OF TRANSPORTATION SPECIFICATIONS. 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WTH CURRENT VIRGINIA DEPART 9. ENCROACHMENT' POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC D BY SAFETY, SHALL NOT BE PERMITTED WTHIN THE RIGHT OF WAY ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUE ORGINIA DEPARTWENT OF TRANSPORTA TION MA Y BE LOCA TED WTHIN THE STREETS RIGHT OF WA Y. TOP OF 4pt 2" R CURB 7 - . .4 . 4 .. 1 . . ---I . . I . , : , . 6" so v__ , � . I . 1 . . 4 . � I . .. . A I . � 'A '. ' . . . 'A - - I . I . .. . . - '�, . - 13" � '. . .1 ,d . . .4 . . . - . . - I . � 1. . . 4 . Iq I . . . 4 : . 11 v . A ... - " ... . . , � 7" . . .: . 4 . '4 . .. 0: 14 .6 _. - . . .. . . 4* ,�� . . . . .. . ... . *. 4 , * , " I . :4 , . . ... ' * . . ' 'I L .. - 4 , . . . I . .. . � _-, � .. . . . ��_ - �A�. ?'4 4 ' A � . _�L�� -k �, %.k _�L�_ �_ 600 w__ 10 - 1 - - 6m I- 1 - 22 STANDARD CG-6 CURB & GU TTER NO SCALE VDOT #57,#68, OR #78 & CHECKED BY VDOT PRIOR TO PAV ING AND/OR BACKFILLING. (5' MIN.) . I - --- . - m� I . __ - L- I � I . !,wTwT.p i - 11 111�1,10 i I ; � �q p � ri; �: 74; % 74 � - 70:'Z 7*'z'* 7; --, w � � - �Ah �AbZLZ;77Z �Fdi,;F;4..r&..:'&.ro.Z&..;'&.��'& �, - .!F*..1�111111 - . Ap m A, I NO SCALE III ALIAPIE RAI GLE3 VAIRIABIE O' - 260' ACCORDIN GTO PM3 (�) VARIABLE SUNIP CEPRI AC00RDlr,,IGT0fltM$ I 1,51N, QN'�'- 24', iV MIN. QN Xi' ,v 4' MIN ON 8'- 2V I BASED ON NIANUFACTURNG REQ) 6* MIN ON 3T v-30- I-- -,- 5EL'Kl5ER FOUNVATIQN NO[L'ON fti 15 SHLET FOR DETAIL5 OF rhE REINFORCED �CONCREFE IOU NDATkON. CONICKE'TE. FOUNDATION REIDDING & 13ACKFILL SHALL OF COMPACrED UNIFORMLY IN ACCORDANCE WtTti ASTM D232:1. CONTRACTOR $1HALL CONFIRM R[SER INSTALLATION MEETS MINMUm mANurACTURER SPECIFICATIONS. APPROX D�Afl ARF,",= 19-4.&) SQ IN AFFRQX. ViEl QHT VATH FRAAIF_� 124,W LU!� . i , I , - r 1,�,o , 3,C4 p��aEu _R_�'L - 77FA I f 1-95 0 2a"�;u f �_� _� M, , I ,u ?7 DIMENSIONS ARE FORREFERENCE OtitY _j HIS PH h IQ WLCSE5 S UaJECT MATHER IN VAHIGH DRAWNRY EE6C KATERAL 3130 MONA AVF ACTUA-1, VVENVM5 MAY VAKY "'r,GfusT iiM PROPRETI%fff Rli,h I'& ME REGEIPT WM,3AX114 � QUIMENSKNIS ARE IN INCHE�$ QIRAT� Mf.��j� H�M Lw PIATINQ CRFONSE �*"4 Of THI 3 PNNT OGf-S Z401 CONFEA JFWI',iE,H,CHLICE14SE-1�fCq,,-LOF FIIEUE�IC:KA DATE m-m Duc�IBLEI" P H8 V?V) ��U-AW_ , N�Vltdl aSl' FAX M-01 232-VN QUALITY; MATERIM 5HA." 'YON FORM TQ MTM A�N CRAK T�-*O � TEC HrIC,AL INF ORNIATICM SH 0 AN HEREIN REWISEDBY ESC PhWE(;TNa,WA.UE w*w.ffjIoplasK*.min PAINT; CASTINGS'S ARE FURNISH�D'AITH A.BLACK PAINT RZPRODANIO'N OF THIS PRI!�T ORMY INF6IUWi0H TITLE LQCVJNf,' 3 DEVICE AVAILABLE UPON REQUES F SEE DRAWING NO. CLfJAlNR) HEREIN, GiRN4.ANUFA',TVNE Gf A14Y - ART)C�EHEfiLFFiQ?A,FM,[?,F-D��U6UREIOQI�-.F,IG . 1 . DATE 1-1).10 24IN37ANDARDWTFASSMLY-TYRD M'1211-11'A24 I ISFURBIDFJEtJ,EACEP[BY5[��(IFIC'iVHIUTEN � . uor;tlz� A SCAL� 1! to fiiiiv I of I -1 � D%VG 1,10. t00-11"lt REV (; I PEWOISSICN FRON ItiYUJk4sr. ..,,,,,,,-,,. . I 1- -_ CC-12 I . I NUTE: CQh:PCNENTS OF CUREI RAMPS CONSIST Of THE FOLLOWING: - HYDRAULIC. CEMENT SIDEWALK (DEPTW IN INCHES. AREA'IN SQUARE YARDS) CUR13 AHEN REQUIRED �=-2 OR CC73 IN LINFAR FEET) GENERAL NOTES; FACE (AREA IN SOUME YArCS) I. THE DETECTABLE WARNING SHALL 13E PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEM$ [5 A*$EFARATE PAY ITEM MQ SHOULD ' . . � . BE �iUVMARIZEO FOR EACH CURFJ CUT RAMP. 2. DETECTABLE WAR WE MATERIALS APPROVED,LISC FOR I - FTECTABLE WANI'N* 'lHFLLEBE R""N I RAMP 12:1 MAX 0 N G S AC S. L SIDEW THE REQUIREMENTS OF IIA SPECIAL PROVJSICN FOR CO-12 DETECTABLE 46-1 . I I ,NARNING SURFACE AND SHALL BE. SUBMITTED TO THE STANDARD$ AND . NPEG]oml: DESIGN SECTION FCR APPROVAL, I . I � 11 . I I 3. 5LOPING SIOES DF. CURE3 RAMP MAY HE FUUWU MONOLITHCALLY WITH Rew 4' 1 1 FLOOR -OR BY USING, FERWiSIBLE CqNSTRUCTION JOINT WITH REQUIRED BARS. - I . I I 4. IF RAMP FLOOR IS PRECAST. HOLES MUST BE PROVIDED FOR DOWEL BARS SO 13 . �� � lo-.A JAAX THAT ADJOINING FL,*ED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF . PREqA!jT RAW F�00R. PRECAST ASS A74. I . TYPE A 5. REQU14ED OARS ARL TO UE W� 5 X a" PLACED I- GEWILR F6 CENTE R ALONC P FLOOR, MID-WPTH OF RAMP FLOOR. MINIMUM PERPEN61CULAR CONCRETE COVER Y/2", 1 . . I . I . . I � 6. CURB /. CURG AND GUTTER SLOPE TRANSITIONS AMACENT TO CURB RAWS 80- � I 5 OM� . I ARE NCLUDED IN PAYMENT FOR CURB / CURB AND CUTTER. :ei��� ll�_ _�._ 5, WN URB RAMP I S ARE TO BE LQCATED AS SHOWN.ON THE PLANS OR AS RRECTED ��!:�;� - 21�7�,:,-, mmg� _�� 7, C *w NO 21-0-0 '"'_ r . BY THE ENG INEER , THEY ARE TQ BE PROYCED AT r4TERSECTIONS WHEREVER ��N , 01� I'll 12:1 MAX '��� -'I - � � ____�_�:� � AN ACCESSIBLE ROUTE WIT14IN THE RIGHT OF WAY OF A.HIGH*AY FAXILI T Y B ARDLE55 QF INHEIFER.SIMWALK 15 EXISTNU, MOPOSED, ��� OR NONEXISTENT. _rHEY MUST BF LOCATIED WITHIN PEDESTRIAN CRDS�SWALKS AS SHOWN �ON ELMS OR AS DIRECTED BY THE ENGINEER. MD SHOULD NOT '���� 7YPE B BE LqCAITM 9 E_LF. S711P Llj�ES, EXISTING LICHT, POLES. FIRE I HYLIFIANT.S. DROE LVIE5" IC ACCF55113LE ROUTES PRQVIDE. A� r,Qr4_TlrqLl0U!5 PAR,ALLEL UNOBSTRUCTED, STABLE, FIRM AND. SLIP 13ESISTANT PATH. CONNECTING: ALL . ACCESSIBLE ELCMENTS. OF FACILITY .THAT CAN 8E ARMOA T A . . ,CHED, ENJ ERED AND USED BY PEDESTRIAM. . �. . I . 1. I � I I I . �.. 8� RAMPS MAY ElF PLACED DN RADIAL OR fMGENTIPL SECTIONS PRUVIDED THAT � ." j2,-A, ,, I .1 . THE OURB OPENING 15 PLACED WITHIN 7HE LIMITS OF THE CHOSSWALIK AND 12:1 IA,AX ", CHAT THE SILCRE AT THE...00144ECTION OF THE CURB OPENNG S, - f3ERFENOICULAR TO TH . . I Xx - .' E CQR9. � �. _ ___ . "'V . I 11 I . . . I .l.. 51 MN .1 I � All !�_ TYPICAL CONCRETE SCEWALk IS 4" THICK. WHEN THETNTRANCE RADJICANNOT . ACQQMMQDATE:.THE TURNNG REQUIREMENTS QF *TICIPATED HEAYY TrRUCK i � � - � 1. . TRAFFIC, REFER TO STANDARD: CC-13, COMMERCIAL ENTRANCE tHEAVY A- vm I [RUCK TRAFF0 FOR CONCRETE DEPTH. , I F�l X .2" HIGHER THAN . � f M 10. WHEN CLAS RAMPt ARE U5FD IN CONJUNCTION WMi A SHARED USE IPArH, _�_ AT XX , sAmE As I op oF cuRH THE 614V�jM WOTH SH&L BE THE WIDTH Of' THE SHARED USE PATH1. I I I 11. WHEN ONLY ONE CURF) RAMP IS. PROWDED FOR TWO CROSSiNGS RIA. GoNk)' TYPE C A 4'k 4'LANDINC AREA SHALL'BE PR E C14AR PARALLEL & PERPENDICULAR THE TRAVEL,WAY. THIS 4" x 4' 1 1 1 . OVIDED TO MMEUVER 'k WHE INTO THE CROSSWALK WITHOUT �GOING INTO I LANOING, AREA MAY INCLUDE THE GUTTER PM. I : I I � IRUNCATED DOME -n 12. ALL, CASES W,HLF?L CURB RAMPS iNTERSECT A RADIAL SECTiON OF . . I � CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE 5-2.4" G-C IR WARNING URFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD �� �� �� 0 - . 0 a 0 0 0 0 z � . _L_� s AS, RECOMMENDED SY THE MANUFACTURER TO MATCH -MODIFIED --I , , THE BACK OF CURB. 11 . - - + (b 0 0 0 0 o 0 0 q 0 0� () e- _1 - - . � ,. 11 I I I I . . 7 - -e 0 0 0 0 0 0 0 0 Q 0 10 0 &- - � - , � . . I Q . 1. . 1 6 lz LANDING RAMP I I . �� .1 . I � I 11 a � I : J It (N - � . I . . IR 1 1 . I - 15OX-65X OF BASE LAAML-LLR - z . -ZDETECTABLE W 0 ... I I . - - I TOP DiMETER . 1 AT BACK,OV C R .1 D.9-1.4" 5EE NOTE 12. , I-, - 'EIASE DIAMETER I- VARIABLE FULL Wll)fH OF RAMP DETECTABLE WARNING - I PAY LIMITS INSTALLED ON A RADIUS QETAJL DETECTABLE WARNING . DETAJL I � . . � 5PECIrICATJON XVDOT ,, . I MO CC-12 DETECTABLE WARNING SURFACE . . . - . I . � � . . SHEFT 1 OF 'REVISION DATE (GENERAL 140TES) 105 Z0 an VIRGINIA DEPARTMENT OF TRANSPORTATION 502 ul/lb . � �5--?A" G-C �'___'_� `_ _ _ _ (, _ ') 0 (, 00()o ()O()000() , . , 0 0 , , 0 , � - +� . . . . hitic I I _tl:��i B I I . I TYP. NO. 8, 89 OR 9 AGGREGATE IN OPENINGS BETWEEN PAVERS \ EAGLE BAY AQUA BRIC TYPE 4 "Ll' 3-1/8" THICK FOR VEHICULAR TRAFFIC BEDDING COURSE 2" THICK (TYP. NO. 8 AGGREGATE) ---"(-f 4" FILTER COURSE (VDOT No. 57 CLEAN STONE) IIIIIII OPEN GRADED, CRUSHED AGGREGATE 12" RESERVOIR COURSE (VDOT No. 2 CLEAN STONE) I W11, , . TENSAR TX-5 TRIANGULAR GRID, OR EQUIVALEN _�� � A -0*--] I r1l ^ ,N,[_��PE W051CLE CONST. - 5'm jot 4 ! N7 1 t 61, ll�' al ll�' t . A --mk--J MUKAIED fj()ME'5 5 AF_� STO CG-2 20" I I 51-D.. 7 \ , 5AZK OF Cl_ft- 12 11 1 48. 1,VAX- N. __ 20 :I-, � .'�)_ 413:1 64M, ---I- - . � ". . _. . ,_ .1 I L _# vo+ � v I � . , 2- MX--I - I SECTION A -A NDTE� FOR GwNFRPL NOTES CN THE DETECTABLE WARNING, SURFACE, SEE SfitET I OF 4. �"`4__._ , I - N � . - , ' . I . I � � I � � . �. I I I CG-2 .1 GR-2, 2A I I -1 .1 I NOTES, 1. THIS ITEM MAY BE PRECAST C*t CAST IN PLACE. - . 2. CDNCRETE TO HE CLASS A3 F CAST IN KACE, 4000 PSI IF PRECAST, . 3. CURB HAVINC A RADLIS OF 300 FEET OR LESS (ALONG FACE OF CLRO.), WILJ_ BE RAID FOR AS RADIAL CURB. � � I 4, THE DEPTH OF. CURB MAY BE RMUCED AS MUCH A'S 3�' (rj' DEPTH) OR P40MASED AS MUCH AS 3" (21". DEPTH) IN CROM. THAT THE 80TMW OF CURB WLL COINME WIT H THE TOP -Of A GDURSE OF THE PAVEMENT StESTRUCTLME, , OTHER%Tjjl THE DEPTH IS TO BE 15" A M _$ 5110". NO ADAJ MENT IN THE PRIIW &D IS TO K MADE FOR A DECREASE OR AN INCREASE 1.4 DEFTFL � 1. � CG-2 IS 70 BE USED. ON ROADWAYS MEETM 3. THE REOUREMENTS FOR CG-0 M SHOWN IN. APPENDIX A OF. THE VOOT ROM DMIGN MAWAL, IN THE SECTION ON GS UROM STAIWIMPS. I � . I I I It 2" RAWS . A j i A lly//A, . "'..., a . 0 _4" ,� -1 � i , , P, , , . I 11 I i-A, I - . - . SUWACE. . I if N.� - I b., . �A� , �41 .�A, f . I b ,� � .^ = . ..- , A. 11 ,� �p A , , v �q N. I I ,; I � � >1�1 'A , 'A ;,4L,.; BASE " -, � �, ., � ., & . . , , .. - I*. ±? , � � - �A' �16 - I *___�,;.l I , � - � . � , _� . I SLOBASL - - - aft I . 12' - -1 -1 - L - ACCEPTABLE &TERNATIVE IF CURB IS ID(TRUDED I W5 502 - -) 411 21, R �� , . .. d ' - ' . ;!6. , . . -"6,- I- 7 C�.� , t�.� I .. , . & - . ;A - � . F7t�--.,.,'.:.-?,,.. � �`.'�.;A �.�-.'- . C�,. �.N.,. - 1* , v . . . . A. ,at � ; . A. I if ___ 16 - � - , I ; R N'. (� . � t� .. ? I '. . FACE sw 16 , . ;A - . . � [______� . . !�..� .!�..� _!� . ;A - . - . �,& A 0 9�11 I� I I t� '�l . .!, . - - BASE A , . ,;A, I cN.; � r�.� � D, . .. 1, . . �b . ;11% . i 1�1,� � 1�.; t b.] . .. '. , . a . �*A - .- I - SUBBASE I . I - 1. . I STANDARD 6" CURB YIRGINA MPARTMEW Of TRA"PORTATIC" TYPE C PARXILEL & PERPENDICULAR APPLICATION ROAJ�WAY -GRADE IN FILKENT MINMW RfW L�N(Atl �N FEET 4" CLUE) ill C�Ru 0 2 4 1 2 5 2 .3 5 -----73- A - I a 4 - 4 a 5 1 5 I 10 I 0 _F_ 7 7 1, 5 a I 5 1 15 1 NOTE: THE FiEQUIRED LEK;fH OF A P,W,LLEJ- RMP IS UMITED TO 15 FEET, REGAR,XF-il OF THE SLOPE. COMPACTED NOTE: 1 . EACH LAYERAIFT OF NO. 2 AND NO. 57 STONE REQUIRES A MINIMUM OMPACT10N OF 53,000. 2. CONSTRUCTION & PREPARATION OF PERMEABLE PAVERS, STONE BASE AND UNDERDRAIN SYSTEM SHALL BE IN ACCORDANCE w/ MANUFACTURER SPECIFICATIONS. T - " - I __ - �,gN /, 4* PERFORATED RIGID PVC UNDERDRAt "' SYSTEM w/ POSITIVE SLOPE (1% MIN.) BENEATH PAVERS. NOTE: OUTFALL PIPE(s) OUTSIDE OF PAVER FOOTPRINT SHALL BE RIGID NON -PERFORATED PVC PIPE(s) SLOPED TO DRAIN/DAYUGHT (1% MIN.). PAVEMENT DESIGN "' NO SCALE NOTES: :L. 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 OFTHE FINES/DUST IS REMOVED, BUTTHERE IS STILL DUST ON THE STONE. "WASHED" STONE IS WASHED THROUGH THE SCREENING PROCESS AND/OR MANUALLYWASHED. 3- WHERE UNDERDRAIN CLEANOUTS ARE PROPOSED WITHIN PAVED AREAS & ARE SUBJECT TO VEHICULAR TRAFFIC, CLEAN OUTS SHALL BE ENCASED IN 0:18" CONCRETE FOR THE UPPER 24". THE CLEANOUT FRAME & LID SHALL BE CONSTRUCTED OF CAST IRON, ORA SIMILAR MATERIAL THAT IS STRUCTURALLY FORTIFIED. 20 SM-9 - SURFACE 8m 21-A BASE CC COMPACI SUBGRAC ASPHALT PAVING - LIGHT DUTY PARKING SPACES NO SCALE CROSS�VALK TYPICAL PLACEMENT AT INTERSECTION WITH BLIFFER STRIP TH 1011 YPE �M THE GCNIFIGURKTON OF THE QPLIT.Y �TRIIP PAY VMY TO MEET ENSTIK FIELD QQ,,liDTIQNS AKI RU/0WAr 0ZQWT&'.CS PRO'WDINC THE OWNSIONS MU 5LOKS ARE AS NOTED, � \,- � _�? -I,, k1l . I 4�� I mk'X-- _v �' I . 1:1 I __S: . 5 x I n 1> .2, AJA EOGE OF FNVEM � s IHAN T _v AT;KX, SAC A3:: 10P OF CURB I I FTS WM81N�U (PARALLEL & K�RFEXUIQULAR) 9�51GN FOR A.-FERAflUNS QAN W U5ED IAITH ADJOMC OVIFFER STRIP, 1.4 . 0K �i BOTTQM QF TK SILQ-lq� SMS WITH 60" X 60" MIN, DIMENSIONS. THE SHORT !PERPEND�VJLAR RL" TO TFE STREET CAN �Z PROIECIED BY A L"SCAPED q-ETWK OR CCN14ECTED TO THE NALK ,- SDE WITH A HARFED M,RFACE. CG-12 DETECTABLE WARNNG SURFACE TYPE C (PARALLEL & PERPENDICULAR) APPLICATION YIRCINIADEPMTMENT OF TRANSPORIAT10h 2m SM-9.5,' SURFACE C 3" BM-25 BASE COUF 5m 21-A SUB -BASE COMPACTE[ ASPHALT PAVING - HEAVY DUTY DRIVE AISLES NO SCALE H 0 _.e�, �p_ 04 SCOTT R. COLLINS'Z �_" -U,Lic. No. 035791,1�- r4eT � lepn , � 110 L I 0 INVA S, 1 kcls�� ,t/ ul 11_ z Lu X: x 0 u �: z =3 0 z u 0 _j u 14 z t � I-_q U) Wc� 6-4 V) U 2: LU fn qt� zU-) LLJ =) 0 0 (n 0 z _j < 0 0 < z M 14 Ln E 5 P--t > Z It, a- Lu V) uj Q� t.- m Ln > , < 14 F_ ui t- I z ce 0 i I in ft� a 9 m a% W " " �"' :4� r4 C) a , ---, CD -r-4 r-4 74 .:.:% ;: .,.:.. :1 ,:�,: I ::.. _ ��i: :::.' I :.:� . .�!j�l .: :::: :i�i��:, : ::;: I I , ... X. 1� �i��i�ii:�m :. .:., X ,:::: .:: . �l ::.., : �i:.:.� .. ... , it rt5�:���:777�jj:��:i�� �::�ii�������i��]���ii:;i�ii!:"", ::..:.:. :::!: .. . I .:::.:.. `,:.:�:`l.,*: A I I I � I I I CG-6 I Ix I I I . - . .1 I I � I � NOTES: I I I . I I � - = I 0 � � I � L� THIS ITEM MAY PLACE. � _ 11 I I � , BE PWCAST OR CAST ,IN . . I 1 w Ill w a w I 2. WWRETE *6 eE mAss A3 IF CA57 IN PLACE, . . � � . I 40OP PSI, IF PRECAST, � . . � I I � I . I � - � J. WNWHAMN CURU & WTTER HAVW A RMLIS I . 11 I I 11 'OF.3W FEET OR LESS CALUNG FACE, 0F.CURM - a . I . � I I . I %iAU_ BE PAK) FOR AS RAIDIAL COMBINATION : CURB 6.0UTTER. I � I ''I".. � I I . w I . I I I . I .. - I . . I . � � I � . FOR USE WITH STABILM OPEWOR"D . DIRMWE . 14. I I . LAnk-THE aarram DIF THE CUIRS b mjT-rER . 11 . I I 11 SH&L BE CONSTRUCTED PARALLEL TO TW SLOPE I I OF StMASE COURSES AND, To THE � DEPTH OF. I . . THEPAVUPT. . .. 11 I I I . 1 � I I . 5. ALLOWABLE CRIT MIA FOR.tW USE OF W-5 . I IS BAUM ON ROAUWAY.CLASSFICATON AND , DESIGN SPEED AS SHOWN IN APPENDIX.A OF . . 2* R I I THE ROAO DESICN. WAMIAL N THE SECTION � ON CS UROM STMOANS. � I . W., I I � . I I � 1> I I I I � .� . - &� � 1 I . . . � 11 I I . . I I . I . . � 6 I� . . I . I .. ^ I � .1 . . .. . r . . � . .� .1 .. .. .. . . . �. . I. I . . . � . � - I- I � . I . - 1. ;;- I � �- . . I Is , .. I .1 9. .. I . I I . �� I D�, , ., b 4 4 . I . , I I � jp - A . . � , . w - D�:, . -, b� . I . � . . . . I I I I . . � . . . � I � . I I . I I . . 1 1 . . . .� . A . i� . . I . . � I . . '6 , . A � . . A I . * . I I I I .4 i, �.. I I I .. A I 1.11 . , i ., . � I . a rl . I . I , I I . � I I I t9 I . x � 01 , - , � � . .0 A. " I JN .* I b , I b , I . 0, , . - I I A I I . I . � . - .A . , I A . .. �, I - . b . I . .. I I .. I I . � � � , I I I . , , , , , , I 11 I . . I . .. - �� 11 . ==_� � � 11 � . . I I . .. I I . �� I I : I I . I I I . I . I I 1. .. � - 11 1. � THE BOTTOMIM THE CURB AkD , I sm I . 2',�.IY' . I 1. � � . .1 . � GLITTER MAY � -BE r.0116TRUCTED � I -11 - . � I I I . I I I - PMVLLEL, TO THE SLOPE OF z I I I � I 11 � � � , . SUEEASE COURSM PWAOM A � I � it . AREA MAY BE CONCRETE I . I I UNNUM DEPTH OF 7" 6 MAIWAINED. - AT THE OPTION OF THE CONTRACTOR . I I 1. � . I 1 . . I � � � �.. . � � � I I . . . I . I . � � � . . � I I . . . I . . � I I I I I I .1. I � � I . 1. I � I I . I .. � � I I . . . I I � .1. 11 . . I . . I I . 1 . . . I I . � I . I w . I I I . I I . I � I I I I . I . I I I . � I I I.. I ul � SPECIFICATION I I 11 I I I .. . 1. . � � I.. � � � . ,� � I . .1 I 1. � I . � � � I . � � . I . I - - I � � .1 . � I � . I .. I I ... . I I I . 11 fUERENCE I I . . - I � I . .. COMBINATION 6" CURB: AND .1 ... GUTTER � � I I .1 . VlPar � � 1. . 11 I . ... . .1 . 11 .. . .. .. - I . � R OAO�MO NDM STM"DS I I � I ... I I . W5 1 .11.1 I . I . - ,� I .. . . I � .� I 11 I . kylum OATTE � *ut i w I �02 . .. I I VIRGINA DEPARTMENT OF TRMWORT�MON 1 . . . . I . . . I � .. � ''I . . . . I I I . .. . . I � s I I I I I . . ... � . ... I � . I �.. .. . � I . . I . � ll� I 1. ''.. I .. 11 1A) . I . 1. � I . I I I . 1 ... 11 . I . . I 1. 1".. . . . . I . 11 1. . I .1 . . .. ... . I .. .. . I I � .. . . . �� ..m. I . I . 1. . � . I �� . ... I . I I . . 11 . I � . 11 I ''I I I I I .. . � I . .1 � . I .1 X 27Yq" MIN - 28:Y4" MAX RAL HEIGHT I I 1 I . I . I I . . I . � I I I 1C, A-1 ,, STFE� � 1 7 NM.N)XH SAW WwAcm E . .. .... .. I I I CRAMS TO W Ad, I c AS WANLINE ROADWAY (SM NWE 8) . � - � I SHOWN ON FLANSI , . . � I .1 � 11 . I I . .. : � I I 1. WHEN C0711 IS USED FOR STREET C=AS THE * z , 6,-3" 6..3', �% - I . --A - - - i � - - XI I �. .. 11 . . I I I . .. . I I I I � 1, .... I I I I I ,��:�� � . � �fwA'l, � I I I I I i I I 1-i CR-2 C5, _ 34, � POST SPACING) MAX DYNAMIC DEFLECTION - 3' � NOTES, I I GUARDRAIL LOCATIONS SHOWN ON PLANS. ARE APPROXIMATE ONLY AND CAN E)E ADJUSTED DURING LCONSIRUCTION IF AND AS DIRECTED BY THE ENGINEER. . . FOR DETAILS OF POST AND BLOO�OuTS SEE SHEET NO. 501.05. FOR DETAILS OF RAIL ELEMENT RoNL SPLICE.JON NqQ ' Tb ASSOCIATED HARDWARE SEE SHIEET NOS, 501 01 AN 601.02. RAIL �LEMENTS', ME FUMYSHED SHDP qURVED FOR RADII BETWEEN 5 FEEJ RU 160 FFEf. I I ALL GUARVRAL PQSTS SHALL 81 SET PLUNU, PW �;HALL NOT BE. SET WITH A.. VARIATION OF MORE THM '/a" PER FOOT FROM VERTICAL. W-HEAM, HLOCKOUTS, AND POSTS SHALL BE SEI AND ALIGNED WITHOUT A-TERAIION OR FORCE, AS PER I L SECTION 505.01F [HE SPECIFiCATiCNS. . STANDARD GR- NS. I AL -2 AND CR-2A RAL SHALL BE MANT&NED AT A L OR LAPPED IN THE DIRECTION OF fHE FII`418H�D ROADWAY, vEmCuLAR TRAYLL FOR L I I THE OPTIONAL GR-2A METHODS, OF NESTING THE RAL OR USE OF M ADDTiONAL RAJ� ON THE BACK OF THE POST FOR " STANDARI) GRL-2A SHALL BE APPROVEO BY [HE ENGINEER PRIOR TO NSTALLATION. .. I I I t I. 1-1 3,-lyz " 1 N-11/7 - - - - - - - � . I . 1, I . . . . I COWECTION MUST.BE DE304EDIN. � WITH Y�.I. -,`�e.l. . . .1 � . I . (RADIUS Tq.. BE AS AA51FIM PCLIC'Y � AND THE APPLr.MLE � REQUREMENTS . - . i 0,1�� COMM I 4ATION SHOWN M PLANS) OF THE VOOT R6AD DESIGN MAWJAL,i INCLLU,NG. SIGKr I I . . .11 . I DI�TMM. R,EwFtEM,eM_ I . I I �� I . � . . - , , � i i i i I / MID GUTTER . . , I . � . 11 � . . I I h � / cq-6 tsE NOTE 7) � � 1. I � . I I . x �.. .1 �l � I . . � . I I A.WHEN. THE ENTRANCE RAIN C"OT ACCCIIINDIDATE 7FHE .. : I - , I I I _ .;- I I . . I � .. TURMr. WAUMMENTS OF'MUICPATED HEAVY,TR= . I T77FT . I I .1 . . I I 11 I I 'I . I I . . .. . . . � TRAFFIC. THE DEPTH FOR SINWALK &:CURB RAMPS - . . I . � � . I 'SEEWALK � . .. . . WFTM THE LINTS OF THE - RADIII SHOULD. BE - . I . I . . . . . . . . .1 , I I I �� . I i 6 . I , a. I ?, . . . .1 . , . I . (SEE,,NDTE Z I . . I . lNCR,EAS.E,D TO 70. 1 . � v. � . � . I � .1 : I 1 I .1 I I.. li � . .� . 1 3. WHEN USED IN CONJUNCTION .WITH .. STANDARD, CG-3 I'l I I I I I :_w___f___ - . I . .�. - , . . I I -_ � .. .1 I I � I I I OR CG�7 THE CURB FACE ON, . . . . � - I . . . Tti5, STANDMW IS TO . EWANS" I I - " 13E ADMid, TO MATCH THE WOUKFABLE CUM. . .� � I 11 1. � 40mlom 1 . I . � 1-1 u 1-1 I I I i0rfT I OMMIRATM. . 11 I � I .,h � . 11 - I I I . I .- - 4 1 . . . . - . 1. . L I NO : W. P 1. .1, 4� SEE STANDARD OG-12 FOR CURB �RAV DESIGN. TO BE - ' I ,,T.F wur� -6- 2,,O" QR,M . . MANLIME ROAVWAY USED WITH THIS STANDARO. I I . I GR-2A . SHOWN ON TYPICAL SECTION. _4 I I , .. I , .. I � - I . . . 1 A 6._,dp*yAL FI_6WLINE�MAY KCPjIF,t WARPING OF A o-11/2 posi -sp,kCING) I PORT OF GUTTER.TO PRECLUDE PONOM Of WATER. - I PLAN VIEW I.. ". - . . � _ I . MAX DYNAViC DEFLEQTiON - 2' 1 . � I . I 11 I 11 . I I � � . I I I I . - � � ll.�_ � � . � - � -1 ,� I I . . IMAWNE ROMWAY SLOK I . GI PLANS ME TO INDICATE WHEN CONSTRUCTION,01F A FLOW 10' FXtADOUC CURVE � . : UNE IS REOWRED TO PROVIDE POS(TIVE.PRAINAGE ACROSS � I 11 . - - ax I . THE. ENTRA.M.M. I � I . I . ,. EDGE OF SHOULDER OR wx I .. I 11 D . . . . 11 .. .. �. . I I I I 0 � 0 4 OPTIONAL FLOW L*E-�--- SLOPE CHMIGE. m I - - - -. - 7. MMLINE PAVEMENT SHALL BE CORSTRUCTED TO THE . . . I 1� _ _,� . ' L I.. .1 I . . , r% I � R/W.UW (EXqEPT.ANY,SUBGRADE STABILIZATION E= , : - - _,� REMIRED FOR MIM-01E PAVIWNT WHICH.CM.BE - 4M&INE . ROADWAY � � � � . .11 11 I I I I J 77 - �, - - : . U . . I � 1. . I I .. � I QUIrT IN THE EN CE.� 1 � . 8X MAX. �� .. . , � I I � 1.1m.. . TRAN I . SLOPE CHANGE m .1 - - .1 _,._w.. , . I I I I I I I I I . . . 11 8. RAWL Wft oR C'OMBINATKN CLIFIS AW GUTTER 11 . 1� . 1) . THE R/-W LI � NE . 1 1 MIME" FOR RMAINWEHT PLFPOSIM� I - I I x OPHONAL GR-2A METHOD xCpT � .1 I .. . .. I I , I I � I ONAL GR-2A ME1110D . I � 11 . . I., I . 1 USING NESTED RAL USING ffl[XTIOlq& - � . 9. THE DESIRABLE AM MAAMUM ENTR#MX:%WE CHMIGES � RAjL ON BACK !OF POST 1. I'D" ARE LISTED IN THE ALLDWASLE. ENTRANCE GRAIDE 61 WIN.1 COMMMI& ENTRANCE � � . : - I � TABLE.-71HESE VALUES ARENOT APPLICABLE TO STRIXT x WHEN NESTED RAL CC, AUDITIONAL RAL 15 PLACED ON BACK. OF POST I . . I I . � 1, FOR GR-2A THE POST SPACINO WILL BE V-3". . I 0 CONSTRucT m.%Am ahmms MTH A PARMOUC CU-RVE. I � I . I . . I I � � I 1. SECTION A - A I I I � I . � 1. � I I I ALLOWMLE ENTRANCE GRADE CHANCES I . � .1 � �;1�71_w i I I FLARE RATES UESIQN SPEED I NsioE SHY;UNE 13EY04D. SHY LINE MPH Sli'f LINE � � FLARE FL ARE .1 . I .1 ; * 60 a, . . 26-1 1. I 140 * SO 6�51 L. 2141 11:1 L * L I 40 . I 5-1 'L. 160 I B-11 * 30 - 4' lj:j 7tl * 1. I � I .. � I I I- QRXX RANGE � I I LL I I I ENUANCE VOLUME I I . I.D" � ' - � . . L . . UESIRAM MMIMUM I I [Amt a L ___r_ . L L 1 .3 X . . . HIGH MORE TKM INO VPD ,QX L L . 17 , . L -�, A L . - I I .. l L I I ; �, � � _-.111. 11 I I , ";;. .. ' L CLASS A3 'N .,v - 7 , I MOTE, ALLOWAKE MRX4CE GRMEL TARX IS � NOT i � .. i i FH.E.�,) I �� , c , I.. -mms , I ; �l , - - . APPUCAME TO STKET COMEC I , L '. . . L L L, I I 11 L CONCRETE 11 .9. I L . 11 L , , 1. I I I . I I I .L SECTION C-C I L I a SUGGESTED MAXIMUNi FLARE RATE FOR, SE.W-RGiD BARMER SYSTEMS, I I L 11 � . I XV00T XV00T A COPY OF THE ORIGINAL SEALED AND SICNED DRAWING IS ON FILE IN THF CENTRAL OFFICE. SP . ECIF1 � CATION SKCIFICATON ...� W REFER � ENCE REFEfVCE � METHOD OF TREATMENT, I I I ROAD AND BFaDGE STMDMM ROAD AND BRUCE SUMDMUS D CONNECTION FOR STRMT. INTERSECMNS :YOM DATE SHEET 1 OF I SHEET I OF d REVISION DATE (ST 221 "2 1 1 1 . � � REV. BM7 � I � ouz) MD COMMERCI& ENTRMnF'-5l - 201.01 -] 50.04 05/14 . VIRCINIA DEPARTMENT OF T . . VIRGINIA DEPARTMENT OF TRMISPORTATioN' r2013.04 I I � z 4 0. cr) T_ pl-_ ui O? �_ m 11--il cr) V) N . .i m q1t < �Il I �_ IN p__4 c:) Z 0) p__q N N 1 �_ > W� z ui Lu _j _j z > 0. (1) 0 (f) w _j �__ I ,I.� �- uj < - 0 > � Ll I _j 0� Lu 0 < 10 "t .T () Lu V) cy. ui 1 �_ .j S� � 0 w < z �_Il - � u D 13� W � Lu �- 5- w ui 37 0� �_ 0 U) u �_ �_ 0 ui 0� < 00 00. 0 < C)� (9 40 >_ 0 IN > --I p Ln LLI _j T-1 P 14 �_ b qqj- Lu " L 0 Lu ce rl,14 = a- IF V) JOB NO. 182199 SCALE NIA F7HEET NO. 5 IRON LIND LANDSCAPING CALCULATIONS: TOTAL PROJECT AREA 4.8 AC): 209,088 SF CANOPY REQUIRED (10%): 20,909 SF ',A FRvFv0Lu I RE- �60M" r 1 23,860 Sr 0 STREET TREES: R=2962.75 TOTAL LINEAR FOOTAGE OF ROADWAY NTH NEW BUILDING: 260 LF TOTAL STREET TREES REQUIRED (1 TREE PER 40') = 7 TREES TOTAL STREET TREES PROVIDED 7 TREES ? ? MH N OTES: TIONS OF THE AMERICAN ASSOCIATION SANITARY 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICA 20 OF NURSERYMEN. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH EITHER ESM T. SEWER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA 0 (D.B. 2706 NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS OR THE ROAD 178) EXISTING AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. '�_"TREE LIMITS IDOL 'X� TEMP. "CONSTR. IROI SET 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE SMT. C MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND (D. _9_706 14 v; V, TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. /0 �C4A x 0 ? _j z l/vC 3RAVEL:* ? Lu YC u C� U) Co Lu DOUBLE STRAND #12 GAUGE WIRE z MG ? TREES UP TO 4' CAL, SHALL BE STAK WITH RUBBER HOSE & TURNBUCKLES V wI WITH 2-2'x2' HARDWOOD STAKES. Z CO 2'x2' HARDWOOD STAKE < z TREES [IF 4' CAL, OR LARGER SHALL BE: (4) ro ED C) GUYED WITH 3 EQUALLY SPACED, TWISTED, J, AND TURNBUCKLES, LOOP HOSE AROUND Lu CUT & REMOVE BURLAP FROM TOP 1/3 OF BALL AS SHOWN LU 5 -).39 TRUNK, FLAG WIRES WITH COURVEY TAPE. E SCARIFY SUBSOIL TO 4' MIN, DEPTH V) T REFER TO SPECIFICATIONS FOR V I N= 14 OP < AVED:: MULCH SAUCER FURTHER INFORMATION . ......... .:�i . - - D A R IRAAL-L :, ''. � j 7 > A PA: FINISHED GRADE z Lu INV 11N= d TREES 4' CAL. DR LARGER SHALL BE 'P E�__ GUYED t WITH 3 EQUALLY SPACED GUYWIRES WITH RUBBER HOSE AND w TWISTED, #12 GAUGE WIRE WITH HOSE TURNBUCKLES 2/3 UP TREE AND TURNBUCKLES. LOOP HOSE ce TREES UP TO 4' CAL, SHALL BE STAKED, v. - NN, CDP= %2 0 5 V= 57 8:�� I F T AROUND TRUNK ABOVE BRANCHES 2'x2' HARDWOOD STAKES, ALIGN AS SHOWN, FLAG WIRES WITH 4A TOP OF STAKES COURVEY TAPE, REFER TO SPECS T.M. 60 FOR ADDITIONAL INFORMATION, MULCH SAUCER 9 UNIVERSITY OF VIRGINIA FOU Y . . ......... D.B. 5184, PG.13 L AMENDED SOIL MIX F,-A\j AMENDED SOIL MIX ...... COMPACTED SUBGRADE .............. .............. ZONING: RA T'M ..-.60— 5'A" USE: RURAL/RESIDEN ......... ...... .......... ........ ......... . ....... -LOT A-' RAP i ............. .......... RIP -.'89,- ACRES' Tree Plantlng and Staking Detail, Lu ............ .......... . N C) Cate 1/3 OF BALL AS SHOWN . . ......... .......... ......... ........... .. ...... .... .... (VALL . . ...................... .... SCARIFY SUBSOIL TO 4' MIN, DEPTH C ... ..... . ...... .......... .......... ... ...... .... ............ ......... ............ ..... ting De ............ ....... .......... ................ ......... ............ .................. . .................... . ............. ....................... ..... 5r' ............ .......... ............ ........ IRON tail, Evergreen Tree Man 'FOUND ............ Not To Scate .......................... ........... L: .............. N .......... C -1 N V Q ........................ ...... ......... 1, N ............. WA TOP (:Lo) IN T (4) SPACES DO NOT ..... . COUNT TOWARD OVERALL PARKIN, ....................... ........... .... -5 .5 -.3, ........ .... f3, B ..................... ... .............. ............ .... ... (y)................... ...... .................. ........ TOP ............... ........ .2 �A 3 NOTE: LAS .................. M V_ I N P., L9 je B o .......... R) I p ... ... .......... .. 555 ENTRANCE CN ............ ................. ................ ........... 5b8.64 RAP EN_ 562.35 RA 419 5 ........................... ....... ...... ............ ........... ....... 60 .......... 1 STORY ............ ........................... CN ..................... ...... ......... ....... STUCCO ..... ....... .............. .............. -CON -RETE', .................... ............ ....... ....... ... ......... ...... F. PROPOSED io,5oo SF ............... ....... :FOR -BU L ....... .... ............... �0 CS ............... r ...... -7- CD ... ..... OFFICE (INCLUDING 3,28o SF OF (5,250 S-) DECK ........ ..................... -CHMEjq ENCROA N MANUFACTURING/ PROCESSING/ EXISTING .. . ............. ........... .. ............ ......... .......... BALLET SCH SPACE WALL 'ENTRANCE 562.43 L (6,800 SF) AEDICAL OFFICE -qlv ................. ..... ....... EXISTING CN ASSEMBLY/ & FABRICATION OOL FRAM (2 465 SF) 8' DG. IV IN v v .. ..... ENTRANCE DI CONC. 555.3 ENTR 560.06 POLE bi 9 3 b U. 0 7 CASINGS .......... bi 'M PLANTER (2) PA QUALITY SWALE > FRAME S TE P. S y BRICK MT ENTRANCE- BLDC ............. Qot\ )OLE �c ENTRANE (28,960 SF) A' w JI: U F METAL 4 7� BLDG, SPKR PROPOSED 3-3,96o SF FRAME 1 STORY OFFICE BLDG, ENTRANCE BRICK 562.43 T.M.P 60-25 :p (12,175 SF) AVED �LA TER U ROSSER ASSOCIATES —50 D.B. 1083 N D.B. 635-308 PLAT WOOD 'CON:C X. TRANC -1 COMMERCIAL OFFICE EN ,.,,RAMP EXISTING USE: COMMERCIAL OFFICE 560�03 560.03 ZONING: C E OFFICE SPACE ENTRANCE ENTRANCE 8 16o SF j w L Ic BOX PAV 562.40 EXIST. SAN ............ ............ 2 T. M. 60-25B PROPOSED 2,000 SF PROPOSED 500 SF' DIJO vylyl LOT B ... .... POL w COMMERCIAL RETAIL RESTAURANT ENTRANCE FENC L I I T E EXISTING ......... 562.3 0 1.71 ACRES P 0 L I INV `0 U T ................. (io) MG : I , - .. I ''. I :,: :: , , EXISTING GAS GAS STATION/ METER BRICK, A CONVENIENCE TREE LIMITS "M PROPOSED2' BLOCK & 6 4 i LID, CURBCUT STORE 35o SF FRAME 2 CLEANOUT (4) AS .......... OVERHANG Ovr- ---- ------- w ENTRANCE .................... j AP B OO[ w - L4 ...... ........ .. .... 'R ETA I N I N ... ............ ..... xi S., .................. ....... ...... LAR.- ... ................. .... ............ 'BoLl :. : I '_ : F C'ON CR. F_ Uk U) ........ .... . ........ ........... . ..... ...... .... ............ .... ............... >k< .... ....... .......... ...... ................ TEP ... ... .... .. ...... .................... ....................... ....................................... i:7 A ...... ................................. ...... ..................... ............ ... ...... .... ... ...... ........... ............... ............. ............... .......... CANO .............. 0 ............ ........... ....... // w ....................... .... ........ . .. ......... ........... .. .......... .......... ................... . ........ .......... "1 N ----------- .......... ......... SIGN 'H w .......... I G N b�' ........ ... METER ........... k MANHOLE- INV IN= CURE3 C:) ()14E DI TOP=, TOP=568�06 .......... oHE CN OHE 950. IRON A C)HE sv,�q SV PEAR L= 387.34 P Sv9 — SV9 OLE SV9 FOUND (6) ROCK (5) IG N7 OHE QVD Svq INV OUT= WALL VD "N u 11R H 161H U.S. RCU 260 1 —Vy _b �al - - \4 S STONE DECORATlyg,. vu SHOWN AS 80' WIDE ON PLAT IN D.B. 296-4,32 y, WATER LIN' P�P-U 945 (D.B. 1560 --435) 56 5b ----8ENGHMARK- 54 '5 141- 6 5k 7 _60�28 GRAPHIC SCALE TOP OF DROP INLET -OAU -y _._-,___E.L_EVATION 555.23 5 6 0.18. 0 432 GAS ROU-VE 30 0 15 30 60 120 GAS GAS p GAS S�A IN FEET 1 inch = 30 ft. LANDSCAPING PLANT SCHEDULE SYM BOTANICAL I COMMON NAME SIZE I CANOPY (S� QUANTITY COVERAGE TREES p Qp QUERCUS PHELLOS WILLOWOAK 3 1/2" ca L 471 6 2,826 9PA P LATAN US ACERI F LORA LONDON PLANETREE 31/2 It ca 1. 422 3 1,266 Ac AS ROTUNDILOBA LIQUIDAMBAR STYRACIFLUCIFLUA AMERICAN SWEETGUM It 21/2 Cal, 1 238 4 952 UNDE�STORY TREES PY 1PRUNUS YEDOENSIS Y70SHINO CHERRY U-71 ht. T 99 8 792 EVERGREEN TREES MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8'HT, 54 14 756 IN ILEXx'NELLIE RSTEVENS' N ELLIE R STEVENS HOLLY 6'-8'HT, 44 12 528 SHRUBS AB ABELIA GRANDIFLORA GLOSSY ABELIA 24" ht. min 14 37 518 IG ILEX GLABRA IN KBERRY HOLLY 24" ht. min 23 37 851 VB VIBURNUM BURKWOODII BURKWOOD VIBURNUM 30" ht. min 22 33 726 EXISTING VEGETATION I Existing trees onsite 14,645 TOTAL CANOPY 23,860 I , _ - �Al ,:: i)'l � f � 5 H-0 SCOTf'IR_`.�COLLINSZ U Lic. No. 035791,'L�-- OINVAL z uj X: x 0 u 0 z u ui U) ui E CL 0 .J uj > LU (D 0 Z Lu lo� CL .j u < U) P-4 0 u LLJ 0 u 0 0 Ln Lu b F- LU 1_u Lu r*4 JOB NO. 182158 SCALE 1 U=30' SHEEr NO. 6