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HomeMy WebLinkAboutARB202000073 Plan - Other (not approved) 2020-12-29GENERAL NOTES OWNER: IPA TOWER INVESTORS LLC PO BOX 5509 CHARLOTTESVILLE, VA 22905 2415 IVY ROAD COMMERCIAL DEVELOPER: IPA TOWER INVESTORS LLC CHARLOTTESVILLE,VA 22903 ENGINEER: COLLINS ENGINEERING 200 GARRETT ST, SUITE K CHARLOTTESVILLE,VA 22902 (434)293-3719 REDEVELOPMENT PLAN TAX MAP NO.: 06000-00-00-025AO DB.5268, PG.449 TOTAL PROJECT AREA: 4.80 ACRES ZONING: C-1 COMMERCIAL ZONING. THE PROPERTY IS ALSO SUBJECT TO THE AIRPORT IMPACT AREA (AIA), FINAL ARB PLAN 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. SA M U E L MILLER MAGISTERIAL DISTRICT 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, 2020. ALBEMARLE COUNTY, VIRGINIA DATUM: NAD83, NAVD 88 -- EXISTING CONDITIONS: RELATIVELY FLAT DEVELOPED SITE WITH (2) EXISTING COMMERCIAL BUILDING, PARKING, AND OUTSIDE SHEET LAYOUT GRAVEL STORAGE AREA. THE COMMERCIAL BUILDING PROPOSED TO BE RENOVATED FOR A CHANGE IN USE IS 28,960 SF AND THE EXISTING COMMERCIAL BUILDING THAT SHALL REMAIN (WITH NO SCALE: 1" = 60' CO 1 CIub9 Nta�tanN� St. Anne 's-Belfield @S School Belfield Campus 5 vNRAO Central Development Laboratory w-vv", lea` ®. AtlanticResearchOro upQ SUBJECT AREA Red'a t of Chat - �jn � Q x The Market at Bellair 0 QGreg Leffler -State Farm Faulcooer Construction Co., Inc ® (ND V V a • Printing& Copying Services University of Virginia Police Department G ------ VICINITY MAP Gk-APHIC SCALK SCALE. 1" = 1000' 60 0 30 60 •`• 120 240 LEGEND ROADS EXISTING CULVERT ( IN FEET ) I inch = 6d•, fI. Q DROP INLET & STRUCTURE NO. \ CURB -�-�, '•, CURB &GUTTER PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED PAVER (IMPERVIOUS) ----- _ BENCH MARK VDOT STANDARD STOP SIGN EXISTING CONTOUR SHEET INDEX ------------ T.M.P. 60-24A Y OF VIRGINIA FOUNDA D.B. 5184, PG.139 ZONING: RA E: RURAL/RESIDENCE OSE1A5ila) SPACES Do NOT -___- nNT=pOVERALLPARKING- -------------------- `` __ _ ----------------------------------- EXISTING Ftrl$TING ❑ \�� (2,4655R t6.8Po5Fl _ SPACEua4 SCHOOL --,_T .; ______ ___ MEDICALOFFICE \ IF THE ABUTTING LOT IS ZUNED CUMMERCIAL OR INDUSTRIAL, ANY PRIMARY STRUCTURE SMALL BE 1 \., \ \ \\ ,I I ` ..` aLE s, s •., ~` �. CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. \•, `•, U . ?Ope °- ' MAXIMUM: NONE STEPBACKS: FRONT - FOR EACH STORY THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY PROPOSEDt8,i8oSF �l 4 ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15 FEET. TA.P 60 25 \ COMMERCIALOFHCEtRETAIE iI ROSSER ASSOCIATES v - SIDE & REAR: NONE D.a 1083-50 D.B. 635-308 PLAT PRIVATE TRAVELWAYS: CURB &GUTTER TRAVEL WAYS ZONING: HC HIGHWAY COFFICE IAL\, i EXISTING USE: COMMERCIAL OFFICE \ i - c --..I o e��sSPACE sF LE COMMERCIAL RETAIL RESTAURANT 1 L \ X COMMEPROPOSRCIAL o5F PROPOSED;Soo SF \i _ CE UTILITIES (WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER \ I nszTnlrlow �_ d / , \ CONSTORET NCE } p _25B AGRICULTURAL/ FORESTAL DISTRICT: NONE \ I z,35o SF ' rtHMS . tC - 'ZONING HC W 4Y; COMMER( % • ' � .'� ; k �--" I -- --- -- rT USE GAS-n s _ - 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: SEE LIGHTING PLAN SHEET 10 FOR CHANGES TO THE BUILDING AND PARKING LOT LIGHTING. ALL PROPOSED LIGHTING SHALL COMPLY WITH REQUIREMENTS OF SECTION 32.7.8 & SECTION 4.17 OF THEM ___- --- I L-____ - ---- ------------ZONING ORDINANCE. _ - 3= PEAR,,' 3R] 34 LANDSCAPING: A LANDSCAPING PLAN IS PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE .- --_________M________—______________ ---- -- LINE & - COUNTY ORDINANCE SECTION 32.7.9, SEE SHEET 5. STREET TREES SHALL ALSO BE INCLUDED WITH THE _ _ _ "' ` _ SIGN_ _--- : - o.e. 156b-435) LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' ALONG THE ROADWAYS. ;' _ - _ - - __-S�s --- - ,. -� ---- ' ----------------- 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. -- - r P 76 B o-rA TM 76C-A-01 It A.,C - P ---- 1'tANTERBURY LLC B R N _ R � YATHL_, -- -' D B. 4648, PG.380 D B' 1998, PG.378 PARKING REQUIRED: RESTAURANT: 2,500 SF x 13 SPACES/1000 SF = 33 SPACES -_� zownc R-1 RESIDENTIAL 'GNING 'R-1_RESIDENTIAL RETAIL: 5,000 SF x 80% x 1 SPACE/100 SF = 40 SPACES — — USE: SINGLE FAMILY DETACHED Lo _: SINGLE FnMILv SeTACHE LOT ' COMMERCIAL OFFICE/RETAIL: 28,805 SF x 80% x 1 SPACE/200 SF = 115 SPACES RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PLAN. STREAM BUFFERS/FLOODPLAIN: NO STREAM BUFFERS ARE LOCATED ON THE PROPERTY IN BALLET SCHOOL: 8 PARKING SPACES ACCORDANCE WITH THE ALBEMARLE COUNTY WATER PROTECTION MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION: ORDINANCE. THE PROPERTY ALSO DOES NOT LIE WITHIN THE LIMITS RECREATION: N/A OF A 100-YEAR FLOODPLAIN, PER FEMA MAP NUMBER 51003CO267D 1 SPACE/EMPLOYEE ON THE LARGEST SHIFT (7 EMPLOYEES) = 7 SPACES ADOPTED FEBRUARY 4, 2005. NO IMPACTS ARE PROPOSED FOR ANY 1 SPACE/500 SF OPEN TO PUBLIC (500 SF) = 1 SPACE (2 SPACES MIN. FOR CUSTOMER PARKING) CRITICAL SLOPES: MANAGED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. NO STREAM BUFFERS OR 100 YEAR FLOODPLAIN LIMITS WITH THE GAS STATION/RETAIL (TMP60-25B): 2,350 SF x 80% x 1 SPACE/100 SF = 19 SPACES IMPACTS TO MANAGED SLOPES ARE CURRENTLY PROPOSED WITH THE DEVELOPMENT. REDEVELOPMENT OF THE PROPERTY. THE PROPERTY IS NOT LOCATED TOTAL PARKING REQUIRED: 224 SPACES REQUIRED WITHIN A STATE DAM INUNDATION ZONE OR FEDERAL DAM INUNDATION ZONE. BURIAL SITES. NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED = 224 SPACES (96 EXISTING PARKING SPACES AND 128 PROPOSED PARKING SPACES - 22 PAVERS, 99 NEW ASPHALT, 7 NEW STRIPED ON EX ASPHALT) LAND AREA: (TMP-6025A) - TOTAL ACREAGE = 4.80 ACRES NOTE: THERE WILL BE A PARKING EASEMENT ON THE TMP60-25B PARCEL FOR THE EXISTING 15 EXISTING BUILDINGS: 46,385 SF - 1.06 AC. (22.2%) STORMWATER MANAGEMENT: 2.79 ACRES DISTURBED. THE SITE DECREASES IMPERVIOUS AREA PARKING SPACES BEHIND THE RETAIL STORE. PROPOSED PAVED PARKING AND TRAVELWAYS: 48,753 SF - 1.12 AC. (23.3%) WITHIN THE DISTURBED ACREAGE. THE POST -DEVELOPMENT TP LOAD REDUCTION FOR THE SITE IS ATH ER SIDEWALKS: 5,013 SF - 0.12 ACRES (2.5%) PROPOSED IMPROVEMENTS MANAGEMENT FOR THE PROPOSED IMPROVEMENTS ON THE SITE AND ENTS O EXISTING PARKING AREA/GRAVEL STORAGE: 46,450 SF - 1.06 ACRES (22.1%) WATER QUANTITY REDUCTION SHALL BE ACCOMMODATED WITH OPEN AREA / LANDSCAPING AREA 62,487 SF - 1.43 ACRES (29.9%) ONSITE FACILITIES. THESE FACILITIES, SHALL INCLUDE PERVIOUS PAVERS AND LANDSCAPED GRASS DRY RETENTION AREAS. ADDITIONAL WATER QUALITY NUTRIENT CREDITS MAY BE UTILIZED TO IMPERVIOUS AREAS: 146,601 SF (3.37 AC) TOTAL 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 PAVED PARKING AND CIRCULATION AREA: 100,216 SF FINAL SITE PLAN APPROVAL. SEE WP02020-00030. NOTE: ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. SHEET COVER SHEET 1 EXISTING CONDITIONS & DEMOLITION PLAN 2 LAYOUT AND UTILITY PLAN 3 GRADING & DRAINAGE PLAN 4 LANDSCAPING PLAN 5 NOTES & DETAILS 6 NOTES & DETAILS 7 DRAINAGE PROFILES 8 UTILITY & DRAINAGE PROFILES 8A DRAINAGE MAP 9 DRAINAGE CALCULATIONS 9A LIGHTING PLAN 10 TOTAL SHEETS 12 NOTES: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR MUST LOCATE ALL SURFACE AND SUB -SURFACE UTILITIES PRIOR TO ANY WORK ONSITE. ANY SIDEWALK AND/OR CURB DAMAGE IDENTIFIED IN THE SITE VICINITY DUE TO PROJECT CONSTRUCTION ACTIVITIES AS DETERMINED BY THE VDOT INSPECTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. SIDEWALK WILL BE REPLACED AT THE DIRECTION OF THE VDOT INSPECTOR. ANY EXISTING SIDEWALK THAT IS CURRENTLY DAMAGED AND IN NEED OF REPAIR OR NOT IN COMPLIANCE WITH CURRENT STANDARDS SHOULD BE REPLACED AS PART OF THIS PROJECT AS WELL. IN ADDITION, ANY EXISTING CG-12S ALONG THE PERIMETER OF THE SITE SHOULD BE UPGRADED TO MEET CURRENT STANDARD IF NEEDED. ALL SIGNING AND PAVEMENT MARKINGS SHALL BE CONSISTENT WITH THE MUTCD. ADDITIONAL NOTES: 1. ALL GRASS AND LANDSCAPING AREAS SHALL BE PRIVATELY OWNED AND MAINTAINED. 2. THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAY AND TRAVELWAYS AND WILL NOT MEET THE STANDARDS FOR ACCEPTANCE INTO THE SECONDARY SYSTEM OF STATE HIGHWAYS AND WILL NOT BE MAINTAINED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION OR THE COUNTY OF ALBEMARLE. 3. THE PROPOSED DEVELOPMENT SHALL BE SERVED BY PUBLIC WATER AND SEWER. PROPOSED TRIP GENERATIONS: (ITE TRIP GENERATION, LOTH EDITION) 2,500 SF RESTAURANT = 280 VPD (25 VPH AM & 25 VPH PM) 5,000 SF COMMERCIAL RETAIL = 534 VPD (19 VPH AM & 46 VPH PM) 18,180 SF COMMERCIAL OFFICE/RETAIL = 177 VPD (21 VPH AM & 21 VPH PM) 3,280 SF MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION = 13 VPD (2 VPH AM & 3 VPH PM) 2,465 SF MEDICAL OFFICE = 86 VPD 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) TOTAL PROPOSED TRIPS/DAY: 1,116 VPD EXISTING TRIP GENERATIONS: (ITE TRIP GENERATION, LOTH EDITION) 28,960 SF COMMERCIAL RETAIL/HARDWARE = 265 VPD (32 VPH AM & 78 VPH PM) 2,465 SF MEDICAL OFFICE = 86 VPD 6,800 SF BALLET SCHOOL = 26 VPD (4 VPH AM & 6 VPH PM) TOTAL EXISTING TRIPS/DAY: 377 VPD TOTAL INCREASE IN TRIPS/DAY:739 VPD APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARMENT OF TRANSPORTATION HEALTH DEPARTMENT iCOTT /R. 'C1I!)-LLINS Z ti Lic. No. 0357911E 12/15/20 z z ' O O i � � 1 m m Ln � Ln 1 z ' 0Cnry 1 I . i Cif z z Z U 0 0 o Uu o0 0 Oz I 0 of F�1 co co Ln ,0 I W as O O N a 00 C 'H z LD Q ti M M CY) Q I/N\ t' z I� CT) LL. W N 1 LV >Lu z ZJ G J � />^ 0 - U) J Lu L9iO Lu Lu Q0 Lu 2 � � W JLU W Q Y H w U 0 � U ul C0 �.0 Z Lu w � 0 COU J w 0 0 J Q O O C) > N Lri u T� w J u P_ w (V w o 3E a Ln JOB NO. 192171 SCALE 111=60' SHEET NO. 1 LEGEND: \ I \\\ \\ \ \\ TH 000�,� AP AIR PUMP \ \\ 0 D ---_\ y� B BOLLRD \ \ �✓ \ \ \ I CO CLEA OUT \ \ \ SCOTT R. LLINS� \ -- 1- \ 1 DI DROP INLET \ \ \ fl 0 \ \ \ FC FILLER\ CAP \ \ U Lic. No. 035791 � / \ R= =206.5 y \ \ FIT FIRE HYDRANT \ \ o ¢ \--- �\ 12 15 20 L=206.85 - \ \ \ \ \ - GM GAS M TER \ o \\ \\\ oqE MH `\ \\ j---------\ ^\\�\ \ P LIGHT SOLE \ ��`SSI F�ON H MANHOL� V ONAL < M0 TIORIL�G WELL SANITARY \\ z --_\ P \ POLE \\\SEWER \ !\ \\ \� \\ \\ \\ PT PROPANE TANK \ \i - 0 _,y /// I \\ S SIGN \\ -ESMT. \ E _ \ \ \ o\ - - - - \ TELEPHONE BOX (D.B.\2706 \ \ \ \ _--- \ UL UTILE LID -178 \� � �'�_ vv vv �rn � V (� vv WM TE�.(v1ETER vvv v WV WA VALVE v TEMP. \� \ D \ \ / \ YH YARD 6ZR�NT \\ z z z OSNSLTR. \\ \ IRON--- \ \ \ \ \ \ \ / \ \ \ \\ \ \ \ Q o 0 (D. 2V06 \ \\ \ ` §o \\\ OS� \ / \\ OVERTTILITY LINE --\ u�i @ \ \ENCE- m m S36 S2 po„ \ \ ORT� T/� \ \ \ / GU A En AIL \ \ \ z H~ z -2 EAJCISiING - - E 41 Rc ' FR /V /N \ r` ELAFGF oFTfl C \\ \\ \ z z GR�MEL' RPAV EMOV NTTOB CTR/C\� R'�Clfs \ �\ \' CONCRETE \ \\ U m m m \``• \ \ O O OV PO \ r 26 FR fl \ I O O - \\)Mpq/�Y GRAVEL ~ > k 'EXISTING FENCE 140 INV.IN= '.. e:, ` "\ Eq -- \ \ \ \ \ Z2 f ENCLOSUREAREA556.39 SEijjF\\ j TO BE REMOVED DI TOP M:. 60-25A \ fl \ \ -- pp - h2 \ \PAVEMENT \ / \ \ > m m m V A \�, �'•, 565 42 �E' T A GRAVE CEDAR V A A \ V < v v A v \ v Q° Q \ \ \ 3:8 ACRES \ W a EXISTING vII� IN= v A \ v A V v v Z Z Z \ \ \ ` LIGHTPOLEAND\N \ \ \ \ \ MA AGED SLOPES \ LL NCB \� OVERHEAD POWER" V=578.5 � �\ �' �•'• '.. ;�:. ,. O,y TO BE REMOVED ' \ \ \` \ T.M. 60-24 \ \ \ \ \ \ / UNIVERSITY OF VIRGINIA OUNDATION \\ \ \ \ \ \ PAVEDPG.13� \ \, EXISTING STORM �,;_ P fl uS RUR RES�-NCE \ \ \ \ \\ \ �, .� EXISTING GATE T� \ - - � TO BE DEMOLISHED � wA� BE REMOVED N \ , �� ♦:; H I: A A \ \\ \\ \\ W N N \ (p F v .�• ., \< �'''S \ EXI TING \ \ \ > \ 0 \\ \ / < ` ��\• - - U )) - ,l \�� I 68 \ MAN GED EXISTING GRAVEL '�„ i . ,. - 1 > \ SLOPLO E TO \ \ \ \ \ \ AREA TOBE 6' PIPE 'GR9'VEi, ow'.. A REMAIN' � � ` 1,, .'• "REMOVEp FOR ` INV.IN= 556.55 ^ \ \ \ \ \\ \\ o PROPOSED IMPROVEMENTS ';;`S' EXISTING STORM IRON` DEMOLISHEDAND JI '"ND REPLACED /LIGH NV.IN V A A A TOP=581.9 a GRAVEL q c POLE I 558.9 °/ B _ - - - - \ \ \ \ C _ e ° �I OTE: BAST (4) SPACES DO NOT v v v v - __ L.L I - \�,x D T., INW.W- COUNT TOWARD OVERALL PARKIN\ \ _ - Lu 12" MP M ` INV.IN at70 .1.3tf' 59 O orF \ \ \ \ \ \ \\ \ - - Ch L�J./J / \ \ 557 45 - I I 5 , 555 2$ \ 0..° 55$.29 555.78 555.50 - 0) /i V A A V `� .� `�� _ . • RIP8„ PLASTIC .r : I \ v v v v v - _ _ t� V A\ \\ \ \ EXISTING STORM ul RAP E56 2.42CE CN E 56235E „INV IN.=b55 • II ��/ e v� TO BE DEMOLISHED IN V.IN= d' OP= 59 F15' ` I \ Li \ \ (o J \ \ \ \ \ \ EXISTING STORM EXISTING STORM I - \ \ , 558,84 EXISTING STORM SIG TO BE DEMOLISHED - TO BE DEMOLISHED c` ✓✓., \ \ _ i TO BE DEMOLISHED _ \\ \ \ \\ 1 STORY FENCE .. 4" = STJCCO °tiE v v fl CV I --I TREE RAMP TO BE �: EASEMEN 'l B OCK CONCRETE' i \\ CSI O LL \ \ \ \ RECONSTRUCTED �t FOR BUILDING'` z (5,25 SF DECK % Oi ,I EXISTING GRAVEL • ) /� AREA TO BE TO MEET ADA �� ENCROACHMENT n I °, a'. ,,. < �/vs, CV 1 Z PROPOSED REQUIREMENTS ENTRA4NCE 7r 1\\ FB BLDG. .>, o"E AV ACCESS& fl�pj N Q \ \ \ REMOVED FOR °' e D B.: 3919- 6, < - - - ° E • a _ _ WALL PARKING '9 - - - \ \ \ \ 562 3 I G. 1 \ \ EASEMENT T/P/I/ \ ■ ■ ■ Q V A \ INVIN= I / DI /NC vv \ 9' \ / - \ \DB.94z7 PG.zi6-zzz N IN- \ W z V A 555.3 I / v v v \ \V A �� z� WILLOW ,,Sq g� ENTRANCE CONC. / DI °"E \ v CC 560.07 ENTR 560.06 \ CASINGS / / / 3 11 ; POLE S36 S \ \ \ } \ D \ \ \ \ J G 0 \ \ \ \ \ 4 2' \\\ J \ \ \ DITOP -PLANTER i �•� e \ r METAL �� / °" 6 v A A \ \ \ \ \ o l 1 STORY s56.93` / .. s�� 2� \ Q _j \ \ \ \ \ I BRICK STEPS ° / ENTRANCE ? P- 9.7 �� FRAME \ \ D L� J J E TRANCE 559.80 r \ \ CONC. PLANTER V=5 91 \ \ \ \ \ \ 15„ (28,960 SF) 5 ER5 60.07 "m m \ W O \ \\ \ \ \ \ CC TRIPLE AUTO ^ r `� BLDG. ~ G \ \ \ \\ NV UT- m m RAMP SPKR 1 STORY �DI o Q I obe'. FRAME 0 W \ \ \ \ r BLDG. J W \ EXISTING \ ENTRANCE BRICK 0 1 / T.M.P 50-�5 \ MANAGED I ��\ I\ \ PAVED �, ( ) f� BOUNDARY LINE PLA TER \ \ \ 562.43 12,175 SF 0 \ \\ ROSSER ASSOCIATES \ SLOPESTO I \ `�•, ^ QDI I FOR PROPERTY \ Q W _�f / I D.B. 1083-5q \ REMAIN \ \ �� `;., �\ \� ,Y m 7,\..'. ! I\ DB.54z7PG.za6-zzz ,zO o"E \ = oC.J D.B. 635-308 PILAT \ \ \ �s WOOD _ co c ) O U) ZONING: (HC) HIGHWAY COMMERCIAL\ \ \� RAMP / z r �I� -ENTRANCE ENTRANCE m TOP-5;a9. 6 ° BOX USE: COMMERCIAL OFFICE \ \ \ ` ENTRANCE I 560.03 560.03 1 fV IN Q m H PAV D Q V= 56 LID ICE J \ 562.40 I�z PAVED _ C 2 B B BOX o �Q V I I I FIST. SA a ` �� 556;34 DI O "E H (SEWER V ` I= T.M. 60-25B DI TOP r T' OPIOLE W LOT B ► LIGHT u / 562.30 B PT { POLE L■L ENTRANCE I` DI TO = CLEANOUT 556 97 , 4.80 ACRES QL .UL , FENCE •,� \ EXISTING PAVEMENT g. GAS 1 STORY o EXISTING LANDSCAPING EXISTING GAS EXISTING INV OUT = , io' WIDE NO BUILD ZONE _ _ - w Z TO BE REMOVED METER BRICK, / e FDC �` 554.3 , EASEMENT FOR FIRE ATM V! \ I ADJACENTTOBUILDINGTO METER TO BE WATER CON" ul ' BE REMOVED RELOCATED STEPS ` SEPARATION BLOCK BLDG , ° �:. O CLEANOU UTILITY PAVED ° II II I / m \ BOX ` DB.54z7 PG.u6-zzz ° - C m OVERHANG MAGNOLIAS OVERHANG a 1 / FRAME , °� TeM! 60�Z5A w G rUrnn CONC I ENTRANCE I / I m AP a °g °B °B H'MS LLC LLB O V L - - -J r L---J 5,. ____J s °. BUSHES � � RAMP '. / „ �dWIDE RE INN WA ,` p B _ • . PG / / + • AINTEPJANGE,EQSEMENT - z Y DB. z PG:zi6 22 0 RNANG ' RETAININGWALL � 54.7 �GNPSE GAS OMa 1 NIA EXISTING(6)PARKING:R. - GAS PUMPS .. `x SPACES TOBE iGti GHT.° / / \ I ,EXISTII 4 ANITARY MAGNOLIA PAW 1 �EWER LATERALTO ED WITH NEW REMOVED PORTION PIPE 40 1i =_ I / PS ETAL " CONCRETE w UPGRADE TO z `-� 6"RVCSEWERLATERAL EXISTING TREES TO 2 ,CIGH CANOPY - 5' _ _ 0 x I 21' � k 'POLE �> � W BE REMOVED EXISTING C N 8 r " - "t = ° / •� oHE ° �/ ILLOW I �E R LL x OHE WI REMOVED M'. yyM'I- - O--3R7 E/, °-.° ° .° ,°: .✓ ._ .,. - oHE < SIGN° SIGN ° \_ ° OL°E OHE ° S� e EXISTINGASPHALT '�,� _ oHE .P SIGN, \ - �c GN (� �' PATHTGASPH OLIS ED 'o •- r FH � O oHE_,�y-oHe °SIGN o WATER / r POLE EXISTING DI METER O TOP=�� .06 OAK PA W TO REMAI DI _ p CURB \ F1 i •, ` \ WILLOW k � ISTINGTR T B�. oHE W Q MA LE dE�: I TOP=CN \^ -SLID SEALEDFOUND-- _ // // O // , / / J ----- 2 - 197.70--D M 5 -- NF g - ° L=387 3 Sd9 S 9 SCU Sd SVD \"/-W= = u \ \ / IRON I c.-:. a,'r ? -, ROCK/ 00 W TOP=s66 N71°16 03 Sd9 Sd9 - lNvuu 1-// Sb9 Sb9 u VGA\ L �W- \ d9 S 3 u ~ P - - GUTTER IUS TO N w Sd9 5 / OWN AS 80' a w -°HE ° 4 9 Sd9 UPDATED TO - - - - - - - - - - - SH- - - - WIDE ON PLAT IN VD. B. 296-432 _ I WATER LINE & - / INV.- IN SI �✓89 I St19 SH STANDARDS / JOB N0. 56 55 INV UT= Sd� (D.B. 156(J-435) / 192171 �565.54Sd9 5 0 S V IN=560.28 //_ I------------ ELOd ONRO 5 5L23 SCALE EXISTING�"DL- I GRAPHIC SCALE d9 INV.IN=560.1 / YROAD)FfR�LINETOBUILDING --.-'/ --- ------ �� - S UTE 250 (IV 9_432 --- 30 ° 6° zo / GAS \ \ GAS AS �jU�QN IVLATERAL FAETE c - - / SH N0. N < SNOW \ ( IN FEET _ - -- EET \ \ ' 1 inch - - 30 ft. -- -_---, -- � '� �`, SITE PLAN NOTES: \ �`\ ---- NEEDED FIRE FLOW CALCULATION: 1. SEE SHEET 2 FOR BOUNDARY DIMENSIONS, METES'\AND BOUNDS, AND SURVEY INFORMATION �j,TH 0 v 2. TRASH SHALL BE STORED & COLLECTED IN DUMPSTER CONTAINERS. A NFF=(C)(0)[i+(X+P)] = 3,o63 x 1.z5 x [1+(o.o6+o)] = 4,o58 GPM x o.5o (SPRINKLERS) = z,oz�PM NFF ° _ 2 3. CONTRACTOR SHALL VERIFY ALL ROAD, STORM & UTILITY CONNECTIONS VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION AND ----- SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. Gl R=2962.75 ° �� C=18F(A)Ao.5=184\1.0*z8,g6OA0.5=3,063 4 ALL BUILDINGS ARE EXISTING STRUCTURES WITH SLAB ONGRADE FOUNDATIONS. SCOTT R. LLINS� L=206.85 \ ` -- ` CONSTRUCTION TYPE CLASS II MASONRY CONSTRUCTION / ---- '" . A MINIMUM zo' DRIVE LANE CLEAR OF PARKED CARS SHALL BEMAINTAINED AROUND THE COMMERCIAL BUILDING. O � A=1 FLOOR X z8,g6oF= 28,96o SF 6 CONTRACTORSFIALLREIOCATE OVERHEAD UTILITIES AND/OR LIGHT POLES AS NECESSARY. CONTRACTOR TO WORK WJIH UTILITY COMPANY U Lic. No. 035791 ° MH ` OCCUPANCY FACTOR=1.z50RC-SRdPIDBURNING FOR THE DESIRED LOCATIONS. 12�15�20 c� \ \ X= 6 FOR 70' AWAY BUILDING EXPOSURE OVER i-ioo FEET � o _ 7. CONTRACTOR SHALL REPLACtTHE PORTION OF THE EXISTING ASPHA4TTRAILLOCATED ALONG THE FRONT PORTION OF THE SITE7tS�HOWN ON o� ` \ °Ne \ O P=o F NPROTECTED OPEN COMMUNICATIONS THIS SHEET. �SSIONAL E�GX \ `- °6 REDU N IN NFF FOR.AUTOMATIC SPRINKLERS Y \ \ ° 6 8. INDIVIDUAL SIGNS WILL REQUIRESIGN APPLICATIONS AND SIGN DESIGNSWILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING ---- Ow _ ' i SIZE, SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL BUILDING. \ \ RAN ACSA FIRE H ANT FLOW TEST PERFORM�EZON 5/u/zo, A TOTAL ESTIMATED FLOW OF \ °He ° g. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDORSHALL BE ELIMINATED. 06 \ \ ----- z,04 PM WAS PROVIDE IA TWO k�YDRANTS WHILE STILL MAINTAINING THE MINIMUM zo P51 io. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACR`5LOPE GREATER THAN 1:48. ACCESS AISLES SHALL BEAT THE A EXISTING RWSA 1z" \o �0 PRESSU EQUIREMENT. T TEST RESULTED IN AN AWWA Qzo CALCULATED FLOW OF 3,547 GPM. SAME LEVEL AS THE PARKING SPACETHEY SERVE. \ VCPSANITARYSEWER POL fi MP. ��V INE \ CG-z CUR ° RON �° �� UTILITY NOTES: ONSTR. \ \ W/z' OVERRAN SET i. A MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE PROVIDED. D. SsTT 06 \ CG-z CURB \ CSC ` ------ z. A MINIMUM . ' OF COVER MUST BE MAINTAINED OVER W/L AND S/L. 7) �\\ \ 0e W/z' OVERHANG °\ Tj�q !\ \ \ 3. A MINIMUM OF i.5' OF VERTICAL SEPARATION FROM WATER AND SEWER LINES MUST BE PROVIDED.-,,z0 p z0 4. -A MINIMUM OF i.5' OF VERTICAL SEPARATION IS REQUIRED BETWEEN RWSA SEWER LINE AND ANY OTHE4UTILITIES. CG-z CURB d S3 1i O/� ' \ S. ALL PROPOSED WATER METERS SHALL BE ENCOMPASSED WITHIN AN ACSA EASEMENT & SHALL BE DEDICATEDFOR A, �\ W/z'O\ERHANG ss2� / \ r�T/C -- PUBLIC USE. m m m + IT O F kRG ° N ,' 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYINALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO En Z) \\ `2 P Ln CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATERLINE AND PAVED ACCESSES. F p CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN z0 Ln N n \ 9, OTR/C R�C/T\ CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. F & ° PRIOR TO CONSTRUCTIONITHECONTRACTOR SHALL TESTDIGATTHE LOCATION OFTHE EXISTING UTILITIES TO a \\ PROPOSED ASPHALT I Ty Q. (D p T ` \ 9' PARKING LOT N 4 °He 6 Ol1FR ---___ CONFIRM DEPTHS AND TOIENSURETHE PROPOSED SEWER, STORMI AND WATER UP GRADES CAN BE ACHIEVED. v m z \ TVP n 262 OO ° 8. A KNOX BOX SHALL BE PROVIDED ON ALL BUILDINGS FOR EMERGENCY ACCESS. CONTRACTOR SHALL CONTACT THE Z w O \ \ 6 164 Mpq \ -- FIRE MARSHALL'S OFFICE Tb DETERMINE THE LOCATION. O O O ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WrrI4A FLEXIBLE RUBBER BOOT. O O ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED (n a a a p E F T \ WSA IN WRITING PRIOR TO CONSTRUCTION. j k - ca Co �- ° `r1_RWS GINEERiNGSTAFF SHALLB@EPRESENT FOR ALL CORES INTO THE MANHOLES. CONTACT RWSA __-___ yJ f f 9' �� A i' LOT ,\ T%A °e< CEDAR ,, \O \ ENGINEE G A NLINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF MANHOLE. H " 3r L ? � \ 1z.BYPA5SPUM MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTINGbi FTH NHOLE BENCH OR INTERIOR MAYBE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, � Ce \ 7 ° A SMOOCH T$AN ON OF FLOW: W \ zCURB \ CG 6 CURB' ° \ iy.EX15 MANHOLES SHAL E BACKFILLRDTO ORIGINAbGRADETO THE SATISFACTION OF RWSA. �/ Z a Z \ OVERHA CG-6 CURB eE ° iS.ALZ WAT INES, SEWER LINE , ND FIRE LINE�FPOM THEMAIN TO THE STRUCTURE MUST HAVE A VISUAL ii . LL `.PROPOSED 1bx1o' INSPECTION P ORMED BYTHE B ING DEPARTMENT. W/z' OVERHANG' DUMPSTER PADWIT� \ �4 \ �' 4F °✓' ° T.M. 60-24� i6.vaLLROOEDBAINS LLDISCHARGE I ANNERNOTTZTCAUSEAPUBLILCNUISANCE AND NOT OVER ?y WOODEN ENCLOSURE,,UNIVERSITY OF VIRGINIA FOUNDATION „SIDEWALKS.---_ L �oE WITHloxiz' ° �' [1.B. 5184, PG.1�� \ * 9 CONCRETEY�PRON 17.SEWERC�NECTION: ALL NECTIONSTOR MANHOLES SHALL BE WATERTIGHTANUMADEWITHAFLEXIBLE EDAB ZONIN i� __ ` RUBBERBOOT:�CORINGM ODS THE CORING NTRACTORANDALLMATERIALSFORCONSTRUCTIONSHALL_ \ EI SEE DETAIL SHfRT7 ° USE \RUhA� RES�EBNCE BE APPROVED BYRWSA1IkWRITING OR TOCONSTRU N. RWSAE GINEERINirSTAFFSHALLBEPRESENTFOR ---------- BE 9YP is �( WALL \ ALL CORES INTO MANHOLES. BYPASS P PING MAYBE REQ ED ATrE SOLE DISCRETiO OF RWSA STAFF. 9 °ee GROUTING OF THE MANHOLE BENCH OR INT OR MAY BE REQUI ATTHE SOLE DISCRE O)ro OF RWSA STAFF TYP: ?S%P Q- ,,:, - PARKING AREA FLUSH p ° F L' WITH SIDEWALK \ FOR ASMOOTH TRANSITION OFFLOW. EXISTIN NHOLESSHALLB ACKFILLEDTOORICzINALGR7aD�TOTHE c \ \ CG 2 CURB Z \° \' SATISFACTION OF RWSA. CONTACT RWSA ENGINEER A MINIMUM OF3 SINESS DAYS IN ADVANCE TO w CD CD N N N SHALL INCLUDE Ln PROPOSED PAVED BUMPER BLOCKS \ SCHEDULEACOREOFAMANHOLE. ~¢ o o N o. \ CG 12 / PARKING AREA n>4 R oyE 3R4 ✓ Sp 3� zo LE Oy�i 18/ FUND NOTE: MECHANICAL E PME HALL BE LOCA ON r� \ y \ oMP CG iz TYP CG-1z r _, °H \O - THE ROOFTOP OF THE STING DING. VISIBILI - E� ALL MECHANICAL EQUIPMENT�SHALL ELIMINATED FR '-- \ -------- THE ENTRANCE COREIIZOR-OTH'THE USE PARAPETp \ �T \ "'i ❑ CG-iz WALL ---- _ NOTEIAST (4) SPACES DO NOT r CROSSWALK 1 I I R CG-z CURBTIEINTO \ WALLS.-�€€-ARCHIT CTURAL PLANS. Q / \ \ CG-6 CURB CG-z CURB B B B I I I 3 EXISTING WALL EXISTING COUNTTOWARD OVERALL PARKING °\ - _- _ O J ' \ 6' CONCRETE W/z' OVERHANG 6' CONC. RECONSTRUCT EXISTING PAVEMENT ° e \ L9 SIDEWALVC SIDEWALK CEO' BI. IB RAMP TO MEETADASLOPE, (MILL/OVERLAY) ',zO - ° ANDRAIL, SEE B ` - - _----- �` �Y'� CIO \ \ 1a `y ENTRANCE GRADING ° LLJ AREA RESERVED FOR ENTRANCE 562.35 i4� /� /� - `. M V A 562.42 MECHANICAL EXISTING CONC. 9 PROPOSED IF \\ BE SCREENED AS EXTENDED TO SPACES(Dh5'MINLOAD.G5REA i8 p. ° N \ REQUIRED) SHALL EXTENDPAD TO BA STRIPED \ � � \ SPACES ai'xz 'MIN. WIa 'HEIGHT �i �� _________ Q MIN.) PROPOSED AREAS:iYxig' PARKING SPACES \ �-�__ "__--- \ 4 J $ S AND 1 STORY FENCE• ° _ M \ \ 6 TYP. z0' i8 TYP. LOADING DOCK PROPOSED 3,28o SF I • STUCCO T O \ OF MANUFACTURING/ CONRETE °\ TRAVELWq EASEMENT C> BC BOCK \ \ io, PROCESSING/ .. FOR BUILDIN, Z (5,25 SF) ba° DECK __- q V�, A TYP; ENCROACHMENT EXISTING FRAME ° ° N I� \ ASSEMBLY/ & (D B. 3919 265) EDICAL OFFICE EXISTING ° \ O \ } 1O CG-z CURB FABRICATION BALLET SCHOOL "E CRT CA \ \ TVP. ENTRANCE SPACE (6,8poSF) ° /C -- N 1 WALL PROPERTY LINE � T \ 56243 (,4 5 ) -- - 54 7 N \ z 6 SF BLDG. V A o DB. 2 PG.n6-zzz �o / N N ' PROPOSED o ■ ■ ■ 1 ENTRANCE CONC. "< Q Z \ LOADING ENTR \\ \ f AREA(30'x50') 560.07 6 CASINGS S36S2Lu ) - ° 560.0 POLE - _ PROPOSED HEAVY % NO PARKING ° o w \ 1 STORY / o �O 2> \ DUTY ASPHALT SI FIRE LANE MA ,K€ S o PLANTER z HS 6 0 FRAME J \ \ Q BRICK ENTRANCE v\\ 18 0 3 TRAVELWAY ^n -ENTRANCE 0 -_ EXISTING E6518 JTO G METAL ASPHALT \ \\\ (28,960 SF) Nc. A.NTER S BLDG. PROPOSED i8 18o SF 1 TYP 10 \ 9 BLDG. \ /! J Q PAVEMENT 'KR 1 STORY m } FRAME LL.I \ \ a COMMERCIAL OFFICE/RETAIL ENTRANCE RAMP BLDG. ° W J BRICK \ \ ?s 562.43 __ z4 (12,175 SF) 18' ACCESS & PARKING / +# \ O T.M.P 60-$5 \ zo' 'TYP: EASEMENT PLA TER, °L9 > ROSSER ASSOCI` TES \ \\ \ PROPOSED PARKING AREA FLUSH DB.54z7 PG.z16-zzz \ ; J w D.B. 1083-50 \ CG-zCURB WITH SIDEWALK 1- 20 oHp D B. 635-308 0�_AT 560.03 19'TYP. 0 I--� i �\ � � zd EXISTING 1 _ CONC ZONING: (HC) HIGHWAY (VMMERCIAL` \ BUMPER BLOCKS 1?, - ---- ENTRANCE \ USE: COMMERCIAL OFFICE \ \\ ENTRANCE PROPOSED ASPHALT 9' z6 I, i8j 816oSF 560.CT 1 BOX = w i--i I � OFFICE SPACE ENTRANCE � , 99 m LID ICE SEWER \ 4E PROPOSED 5 00o SF PROPOSED z 500 _ i8' 1 BOX PAV D (� D EXIST. SAIN 4WP 562.40 PARKING SPACES TYPI i8- � i � \ ! jz i , - - TYP: C 2 � B 6'CONC. SF � TYP. 1d T.M. 60-25B I T OUGHT J SIDEWALK 1O LOT B _r- PT io ' 06 \ ` COMMERCIAL RETAIL RESTAURANT ENTRANCE I \ 1 CLEANOUT LIGHT Y \ I 4.80 ACRES 0 bL;.g FENCE PROPOSEDCG-1z PROPOSED6' PROPOSED METER A BE 24 B EXISTING UL \ POLE H� BRICK PATIO 562.30 10' GAS GAS 10' WIDE NO BUILD GAS STATION/ STORY PAVED PROPOSED METER i BRICK, _ I I 9 ZONEEARATIOTFOR CONVENIENCE ° ATM' \ \ EPS R BLOCK- BLDG - w \ PROPOSED FDIC C O RELOCATED I _ DB 3 PG. 1' '° FIRE SEPARATION � STORE ° - � O HAND. RAMP CONCRETE SIDEWALK EXTERIOR z4' EASEMENT 6uSF ENCLOSURE I 1 F-f2AAME i r POTENTIAL FUTURE CG-zCURB 4� i8 i DB.54z7PG.zi6-zzz : o m � -:8 _____� \ TRAVELWAY OVER ANG HAND. REDCG-iz 0 E (HANG) CLEANOUT _ F -FL 1 m AP 2,350SF m oT.M: 60 25A° HAND. RAMP _ ENTRANCE \\ / ul CONNECTION TO EXISTING TREE �� g B B HMS, LLC + \ 5 -z$ WIDE RETAINING WALL& ,° b " ADJACENT PARCELS i - _i--_- TO REMAIN VAR. WIDTH-- ----- ------ TOTHEWEST Q� ",•I. oR -- L___ ---- RETAININGI 1 MAINTENANCEEAS°EMINT' Z'ON%0i 'G1 COMME CIAL w \ �3 p .,j �3 ACCESS �`/sa BOLLARD 0 RHANG I Y bB. ; PG.21 - p QSE:'GAS STATJ N _-- UA D O WALL 54 7 Lu _ EX G------ --- i_ GHT GAS PUM S ® & f- �-. ® 5 CONC z f EASEMENT 1'v I • ° , "i TYP. - ' R SIDEWALK SR / DB._,PG_ LOCATION OF'', - -\ 1571N 1LE CONCRETE \ - \ NGESS/ -GRES� ASPHALT 1 ___-====F==== R 9 9 - - - MEN -- j -_CO 'NEW6' R - - 5 R oo PROPOSED CG-z PAVEMENT Z?NC..• „ e-tee a U < 3 v EXIST FIRE "' - PROPOSED TEPS. ETA L WOODENp - ti SAN. PROPOSED BRIC r� / - - - CG-1z o� 0 9 �i _ LIGHTII CANOPY - _WALL OAF """"" o 1- 0 Nj SWRLAT PERVIOUS --z88'R- - ➢ LINE - a --- -----TY-0.8'-- 1° .38�VRDe,. o. °ae$zVPD'. oHE °e.° �E r� �9LE [JJ \ w GSETBA�K_ F -�; CG-12 PROPOSED _ -_____ i -- ---- � PARKING SPACES A _ � � WOA�W o- - - . p PROPOS o � o :='a+E�_' - _ TYP � QO ' -�-_--- M X.B 1 ' O rF1 g _°°HE ° .. PpUE ` oHE SIGN SIGN PROPOSED HEAVY, DUTY - f i - - - L _ - ~ ` „-o E ° SIGN - _ - - EXISTING ENTRANCE O SIGN, WATER CURB ASPHALT TRAVELWAY GSETBACK - - --- _ _ - SIGN O EXISTING ENTRANCE Q ' 1 - ", i Iio IN. BL G&PARKIN ..I• # _ d� �'t 9 5 2 '�� - REMAIN SITE TO CURB METER o _ MANHOLE S� o VPD S;Q _ � TO THE SITE TO V TOP=568.06 T EXIST. a (LID SEALED) \ - ---- - - - -_-_-_ '• - - - --- --- I --I �+ O�U NND ~ w v-"o- )i50.0Uw w SITEDISTANC RE - - O I° v ,t t'. a £y '``u,,,'' 'nd sm F'LAFi�' v9-Sbo-Svo\ SV9SVH �-39a' w \ M - - RON 197.70 WM L=387.34 v9- sb°-sbo-sbo- AN _ w - O L{ - ,<.,.. • . p0�•W OL ` s sv9-0 Sv° , - sb9-sv9 �! Sb9 - _ FOUND ROCK - --------------------- a - _ -- --- --- P E N71`16 OHE '.i t � "k ' Stl9 Stl9 Sv9 Sv9 � %� ""-"-WALL''.. SIGN OHE OHE OHE ,.n £# £ €,,£ \ ..9- Sb9 Stl9 Stl9 / Sb9 - -_---� "__-- P OHEo �y SITE " a � �� G u5 v �OHET^eL! Stl9 ' W Stl9 0 LITE_ � II - _ tl� -- Exls wG CURB curs -------_ -SHOWN _AS 80'UWIBE ON PLA IN VD.B.0296-432 V ~ '# NEW 1" WATER sv9 JATERAt- A CONTINUOUS CG-z , w zo'UTILI o F I -� u,' , ve vo WATER L�NE NTERSECTION=y16' CURB ASEMENT z w _"r sv9 B PG. w SI w -sv9 tl9 PROPOSED FIRE HYD (D.B. 156�J-435) ___-- --- - _ =w� �stle 1 " PROPOSED MIN.S' -w�w� S S" / z-6"45°BENDS _ PLANTING55IBIP_------- L_---- AitE7�OFMTL4 ANP--'' - JOB NO. a � Sv9 �__- - �Stl9� _ ROAD) --- - OVERLAY IN ELETOPVATION TIONROP555.23 -w�= Stl9-Stl9 _, ' ROTE 250 IVYo 296-432 _----------- ORDANC WITH ------ 192171 gas -GAS- d ,,- US. p TIN DB_------ , Gases \STPNCE'39 y�E Q�-Q�..�-- SCALE �GAS � 5\IEp S1{DWN P�'- - CONCRETE SIDE so o ____-_ten__ s2 ' zo---____, 1It-30' ---------- = SHEET NO. � � ""-" � ------------- �' ( IN FEET ) �� ____-'' ------ ----------- ---__ ----__��=--------� 3 ,� �' 1 inch = 30 ft. `� ` \ I/ \. Pre -DE I RQR _ < \ - - - (Defin j\\ OD \ PROPOSED LANDSCAPED �1- \ \ \ Existin R=2962.75 fl GRASS DRY RETENTION BASIN _\ �3 Sidew! \ Public L=206.85 TREE PROTECTION FENCING MH \ -----\ Post-0 \ \ \ 20 (Defin \ SANITARY \ \ HE `VAR. WIDTH PUBLIC SWM LP \ SEWER \\ - \ FACILITY EASEMENT - \ -FSMT. \� DB. PG. D �y I \ °E - -_ o ---- I 17) \ EXSTINGRWSA12" k \ \ VC SANITARY _ VAR. WIDTH PUBLIC Swwo O�PR\\ A� �LINE\ ° RON'�� -FACILITYEASEMENT\ SM.T. \ SET DB.PG. \ Q06 V - C4 vv Overal (D. 2 1 \\ �� \ / (Withi PROPOSED LANDSCAPED SAO v 20' PUBLIC DRAINAGE_ \ \ 6 GRASS DRY RETENTION BASIRT \ \ \ \\ l S2 N O / j\ EASEMENT /I `DB.PG. \ % --- 4185 -, N/q R of D /NC vv 11514C \ \ \ \ EXISTING CULVERT UNDER CSXTRACKS O f ?62F4 COMP fl \ ANY�gS�. \\ APROPOS IT v ITv vTH \ IT 0�, vent Impervious Areas- Water Quality \ IT \ f he Limits of Disturbance) NOTES: \ O ng 59,773 sf I \ \800TT i. ALL ROOF DRAINS SHALL DISCHARRGE_IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER R. LLINS� 1,457 sf SIDEWALKS. v v A \\ L) Lic. No. 035791 � 5,8 sf 2. ALL WATER LINE, SEWER LINES, AND FIRE LIN_ES­FR_OM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL \ \ ��0 12/15/20 �V� 66,438 sf INSPECTION PERFORMED BY THE BUILDING DEPARTMENT.- SIGNAL E� mentlmperviouSAreas-Water Quality \ 3. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER\HAN 2:48. he Limits of Disturbance) \ ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. \ king & Circulation 53,464 sf \ \ \ ding Area 1,719sf 5,385 sf \ \ 5,208 sf v v v V A v 65,776 sf v v V v vv��v �v A vv xrease in Impervious Area -662 sf z Z Z roposed Limits of Disturbance) Co En Ln / \ T, ZLn zL \ vvv \ vv z z z vv Z Q� M 0 0 0 \ \ 0 z U 0 U 0 U 0 O \ \\\. \\\ (n a ¢ a :E._..._ \ rrww Vl w f f i yI \\ A.,F WITHRIPRAP oqE N"- - �� \ v V ��v \ \ \ / �N_V IN= DRAINAGE \ \ y _z_a 2WIDECURBCUT 56426 EASEMENTIce z Z \ TOP-D82.0 WITH RIPRAP \ \ DB. PG. \ \ ` - \ €` " U_ v v \ \ I V=578.5 \ \ � \ v v � V A � v � � T.M. 60-2 >q V v \ / © TIE PROPOSED DRAINAGE ` \ \ UNIVERSITY OF VIRGINIA �oUNDATION \ \ /3.00 � � � INTO EX. i5" CMP STORM °ae \ � ` O,B. 5184, PG.139 \ \ AT EX. DROP INLET ` \ --ZONING: `R -\ \ \ P fl USE�RURAL RES�-NC�� ltt�� E Ln \ �--- \ I, RAP CD CD � V V A W N N 16B ss •, F; �' V A A �� W O z'WIDECURB CUT' io'PUBLICDRAINAGE 0562.70EP S6& \\ \\ fl \� WITH RIPRAP EASEMENT I \ 056i 53EP \ 62 T \ TOP=581.9 - •' ;.5 3 . °PNV IN '�u` 2 Ile Q \\ \ \ \ \ T \ \\ sea z rc / ��_ y :I: p II Ex 86 ' OUNT TAOw(f�RD OVERALL PARKING \ \ ` \ ` - - - I� _ NV.W lo' PUBLIC DRAINAGE �\ \'�\` `\ \ L9 .70 ,,. 55 B B °< Tw 60.90 I 555 28 ...\oN . \ fl \ \ ,.`� C'7 \\ PROPOSED LANDSCAPED C4NC. 2B B W55e37 83 EP I 555.18 EASEMENT \ DB.PG. GRASS DRY RETENTION BASIN 4 O ENTRANCE CN Q ENTRANCE 56235 ssasaEP I �, G)t Df °Ne \ RECONSTRUCT EXISTING OP= co \ \ \ RAMP TO MEET ADA \ \ \ \ \ RAISE EX. DI SLOPE ADD HANDRAIL _ - - \ \ \ \ \ RAMP 1 STORY FENCE Z PROPOSED 3,28o SF I = STJ,000 ° ° ?lye,N -5 EASEMENT & BLOCK COMPETE D CS U_ \' \ OF MANUFACTURING/ g 0 - - '> O L L \ \ \ \ \ EAPUBLICDRAINAGE PROCESSING/ ° L OR BUILDING; z (5,250 SF) DECK TR Cf7 \ \ \ EASEMENT NCROACHMENI EXISTING /� \ ASSEMBLY/& E ISTING '° o \ Sp0 N 1 \ VAR. WIDTH PUBLIC DB.PG. D B. 391965) MEDICAL OFFICE sE \ \ \ FABRICATION BALL T SCHOOL e \ EDSPACE � \ FACILITY EASEMENT \ \ \ ENTRANCE S C (6,8 oSF) FRAME WALL \ qT/ \ i DB.PG. A �� 562.43 € (2,465 SF) Q BLDG. A �/I ■ ■ ■ Q \ \ \ \ I INVIN= I i DI - a \ /N \ > w ` 555.3 \ i ., a \ C \\ \\ \ \ VAR. WIDTH PUBLIC SWM ENTR ENTRANCE CONIC. / DI °ee \ POLE S\\� fl \\ w 2: \ \ \ \ FACILITY EASEMENT + 560.07 560.06\ CASINGS 36S \ J PROPOSED TREEz \ \ \ \ \ PROTECTION FENCING \ DB.PG. / DI 4 20p., / J Q \ \ \ \ \ STORY I, L I Exe4 PLANTER / �• °ems S) F 62j �/ \ � � \ � J o i 0 0 FRAME fl O \ \ \ \ \ \ \ \\ 6 BRICK ENTRANCE D1 , ? - p _ 9 7 0 BLDG. \ LLI J V..I 10 (28,960 SF) PI T S EpS \ E iF2ANCE i V- 9.1 LU U..� V A \ \ V� € ` • € �I ` = AUTO i : .�., r o METAL /\ \ \\ \ \ \\ \ PROPOSEDi8,i8oSF ✓UT SPKR 1 STORY =O �� o Q BLDG. FRAME ~ 2'WIDECURBCUT COMMERCIAL OFFICE/RETAIL 5 4'7 RAMP DI o- °qa' L9 > Q \ I \ \ ENTRANCE BRICK m BLDG. 0 \ \ \ \ WITH RIPRAP 562.43 (12,175 SF) w z \ T.M.P 60-�5 \ \ EED o 9' PLA TER 0 I--� \ ROSSER ASSOCIATES PROPOSED LANDSCAPED �. �- I' QD Q Q D.B. 1083-5{J \ \ \ GRASS DRY RETENTION BASIN 20' oyE w / \ D.B. 635-308 PLAT \ \ 1J CONIC EXISTING I CoNc _ / ZONING: HC) HIGHWAY C MMERCIAL\ \ \ "t ( P \ Q :, ENTRANCE OFFICE SPACE ENTRANCE m TOP=559 6 BOX U I USE: COMMERCIAL OFFICE - ENTRANCE 560.03 g i6oSF 560.03 f4 r, V- 56 ° D NFU IN 6 m HICE PAV D € J E IST. SAN �i 562.40 I I. 545'. SF34 DI O BOX oyE Q SEWER \ i I / PAVED EX LIGHT I -I Exs�' T.M. 60-25B T N o / A , PROPOSED 5,000 SF PROPOSED 2,500 SF"`I,,,, LOT B POLE LLI ! 1 Q \ CONTRACTOR SHALL TAKE CARE WITH THE \ COMMERCIAL RETAIL RESTAURANT ENTRANCE PT ✓ t.J 562.3 DIT O - 4.80 ACRES TB CLEANOUT Q UL,. FENCE LIGHT /r•� / GRADING ABOVE THE EXISTING iz"CLAY SEWER\ r 556:%7 EXISTING 1 STORY UL POLE - � `J / / Q MAIN. THE RWSA SEWER LINE SHALL BE \ i iR OUT.= GAS zo' PUBLIC DRAINAGE _ �s:- _ o I GAS STATION/ w Z Iy PROPOSED 2' CURB CUT 554 3 METER EASEMENT BRICK, / e / PROTECTED DURING GRADING ACTIVITIES I VOU7 CONVENIENCE ATM - U! / \ 8 ONC LB DB._PG. N ' BLOCK �t BLDG s Ul I--i AND MINIMUM COVER REQUIREMENTS \ ,,, , EP o I TIE EXISTING STORM I STORE FRAME -- I- 0 SHALL BE MET. ADDITIONAL PERMANENT \ rc CLEANOUT I PAVED I ` m 2�35o SF' s OVERHANG 'HANG 3 PIPE T:M. 60 25A W PROTECTIVE MEASURES MAY BE REQUIRED, A 65 p P - - - - - ENTRANCE FROM STIR EX B2IN AT STIR lA I' AP °g °B. QB,; HMS, LLC IJ J SUCH AS REPLACEMENT WITH DUCTILE IRON PIPE -1 - ! _ _ - +° OR CONCRETE ENCASEMENT. �:: + 664.4orC o o 2 =- ---- - - UPGRADE EXISTING PIPE TO 2!+" ° ° i TREE PROTECTION U s6�4OEP ZONING: C COMME CIA EN \ CR, VE _ wvL GAS PUMPS USE:; GAS STATI N � CO CO3 56433 C :C. L 56za TC C z •. - _ �HT > / / / / ' / / - - \ .+ �,: s62.33 P s61.7 MW ( µµµ000 E. CONCfZE>TE' F- - - - - - o !pb "J FENCING / € 563 orC 567orc 3 _ '- ETAL ° ° ° r -- \ 1z",'Plni r� TIE PROPOSED STORM CANOPY �� O INTO EXISTING INLET � - i / _ / / / ' / ' i , ' / j / / ��- - _ _ _ - j• t _ :L� s6 .aoTC z WM , - _ °� .' ° °A STIR one °SIGN • SI� 7- i 55 oEP : ' • PQL;E s.gaEP Li.„ _.y h - oHeT°E SIGN SIGIA ' X ST o o WATER --- o SIGN o O \\ � ' \/� / ' i' /i �' / I \ `• `; i I I � .-.. 2 • - rIIF ° METER / MANH LEI 33Tc ;Sa ooEP ty OP= CURB O O F1 T0�'56806 3`._ hii,Nn Sore �€ €'' --�/�G/ N _ ' ^ ��----(L-I'D SEALED) i �G .� \�.� J .I. rv: '' :'. a - UU /-------- p ' /1 � / ' / / ' i IRON / -7 M . sF L=387.34 PEAR/ S J SFi9 - - - -9 _ _ / r _ FOUND ROCK AN OL 197 - ir•rtr - Sd9 SdD SH / / II i f i / I 0"W Y Sd9 r Sb3 - / N71°16 �3 Sd9 SHS V a \ WALL PROPOSED z C_URB CUT \ S 9 33 ' _ l - _ - Z� / I / / _ _one., O Sd / U.S. ROUTE Y R o w - _ _ Q , - II -, _ Sd - SHOWN AS 80. IV q _ / / _ / / a PROPOSED BRICK - - - - - - - - - - - - - - - - WIDE ON PLAT IN D.B. 296-432 w / / WATER LINE & ` g40 V �� Sd� PERVIOUS PAVERS 1S JOB NO. 5b IN S Sd9 (D.B. 156(J-435) 56 55 �INV UT= �ssd5 PROPOSED z' CURB CUT _ _ 192171 �565.54 5 0 S 9 / ---_---I-------- i- J Sd� v w=s6o.z6 / - GRAPHIC SCALE TOP �F DROP INLET / ROAD NEW STIR zo DI BOX- - SCALE - - - - - - -��- - - Sd9 INVIN=56a1 IVY R _ L ON = 555.23 GAS D � OUT �25 -DO. 296- 432 TO BE INSTALLED ON izo / 1 „-30 GAS EXISTING STORM LINE ON IN - - - - \ EX DI AT STIR 18 SHALL BE - _ - - SHOWNA� REPLACED WITH VDOT IN FEET _ SHEET NO. ) � - _ _ - - _____ - - _ STD. I COVER /�I inch - 30 £t. - N ' 4 �C:' \ ♦ ♦ 'tea 0 41 • r COMPACTED SUBGRADE _ p pp 1�� ���__ ��� @►ONCRETEAPRON _.dp Wgpnxxunngtl/n�n4A� Tre SIZE (CANOPY (sf) QUANTITY COVERAGE 21/2" cal. 366 7 2,562 31/2" cal. 422 9 3,798 21/2" cal. 238 12 2,856 1" cal. 99 22 2,178 6'-8' HT, 54 15 810 6'4 HT, 44 15 660 24" ht. min 12 57 684 24" ht. min 64 57 3,648 24" ht. min 23 57 11311 30" ht. min 36 57 2,052 Ll No. 035791ll 12/15/20 c4 IIN&InXTAT 1,115 1 ' a U I 21,674 TREES UP TO 4' CAL, SHALL BE STAKED Z � WITH 2-2'x2' HARDWOOD STAKES. TREES OF 4' CAL, OR LARGER SHALL BE O 1 GUYED WITH 3 EQUALLY SPACED, TWISTED, O - AND TURNBUCKLES. LOOP HOSE > TAPE TRUNK. FLAG WIRES WITH CGURVEY VEY T WITH W REFER TO SPECIFICATIONS FOR uu [ FURTHER INFORMATION ` t Wf GUYWIRES WITH RUBBER HOSE AND 1 TURNBUCKLES 213 UP TREE 2'x2' HARDWOOD STAKES, ALIGN TOP OF STAKES MULCH SAUCER AMENDED SOIL MIX Q _ - -- _ \ O Not TO Scale =III= CUT AND REMOVE BURLAP FROM TOP F N N N �T (71�VP . a a3 0 (5) PY � � • + �I,S6, � � ': -III- 1/3 [IF BALL AS SHOWN ¢ O ,..I ` 0 E ` \\ \ 1) PA 8 Il IIIII�II III-IIIJ o m` �\ SCARIFY SUBSGIL TO 4 MIN DEPTH (I.) PY (6) CJ (2) AS 'oqF\ �I ° - II I . COMPACTED SUBGRADE v sy (10)IV- �, AS Y L , rz� � 1 P X , - Evergreen rgr Tree Plantl D ,tall ng Not To Scale z \`,\ D I I = ---- NOTLLAST (4) SPACES DO NOT .- COUNT SOW RD OVERALL PARKING\ 7 \,,® ------------ L9 L.L \° NO�Er VISIBILITY OF-AL-L-MECHANICAL EQUIPMENT SHALL \ i \ 00 BE ELIMINATED FROM THE ENTRANCE -CORRIDOR. _- vv X6 `9� V (5) IN I, I oAm 'I II X II X \ \\ # I o I _ - \ '� • I I FENCE'• ° ---_-''- I ° z \ H I 1 .. • (zo) VP PROPOSED 3,28o SFFl \ (V OF MANUFACTURING/ II IvI ° _ -- °, ;': ° O LL �.V (5) 1 PROCESSING/ EXISTING e �D M ASSEMBLY/& xi EXISTING 1MEDICAL OFFICE FABRICATION I SPACE BALLET SCHOOL \� * �• (2 465 SF) (6,890 $F) - \ \\\ 1 "0 ' W > z W v v \ II II vv vPOLE sa n PROP J C \ I G PRO ECTION FENC G (5) VP 00•F p ,01 O A g 00 0 ° Uj \ IN (1) AS PROPOSED 1circ: SF T 9, m i O \ COMMERCIAL OFFICE/RETAIL II I I I I °RF - /LU � Source: Va. DSWC Plate 338-2 EXISTING I Q , n TREE LIMITS `\ \ ; d ( ) IN r i 1 _i Q_ w v unty Coof Albemarle V A v I II 4 I II �20� I avE z Conservation Plan Checklist- To be placed on Landscape Plans \ \I \II -- EXISTING ~I (flandbooL I IH-284-111-297 for complete specifications) 1 �`� \V A " U OFFICE SPACE j V s U 1. Thefollosm, atemsrhall he shown on the via.: `� �l (6)V0 o - -j --ill 1 -- 8,16o$F �'I f 1 ID Trees to be saved; 6J / ® Limits of eleanng bartide dapline of trees to be saved); -- El Location and type of protective fencing; I I \ ° LS. r - 1- - o F� / /1 I] Gradechangneregwnngtreewellsorwaus; I I \ \ ,o PROPOSED 5,000 SF PROPOSED 2,500 SF I 1 l 1 _ _-------- o p�0 V Uj 0 Proposed trenching or trunding beyond the limits ofelearing. j II I b -- ---- (� r l z. Mardian: i II `\ ° \ (z) MG COMMERCIAL RETAIL RESTAURANT i II II .III li it Q ° FEN yE U y i , EXISTING \ - z SANITARY I I I 1 . I e �- GASTATION ID All trees m be saved shall be marked vnffi print or ribbon at a her dead visible to equipment o erators. $ _ Pn an YP I I I 1- !S� No grading shall begin unfil the tree marking has been inspected and approved bye County Inspector. / I I ,, \ ` 1 IV ( ) I I I ( ) 1 CONVENIENCE ! o 0 0 I I \`;.' 1 A$ LOCATION OF SIGN I A STORE 3. Pre-Construden Conference: ( ) LATERAL O 10 CJ ° - 1 II _ a SEWER 1 PY v 1 PY � I I ° sJ Tree preservation and protection measures shall be reviewed with the contractor on site. I (12) I G � ( ) 1 � 2,350 $ F -____ SEE$EPARATEAPP tl N a 4. Eaulpmerd Operation and Storage: 1 A A V : II 1 • °o'° o El Heavy equipment, vehicular traffic and storage of constmetion materials including and shall not be pemutted within the curliness oftress I _ 1 V •'s: ; ' , , L � ;" _ I... ° - - - --- -_ _- -_ I - I r o 6 ' •° s ° 6 ro tobesaved . II _ I I (1�)IV\' o r� o•� ,:4. '.EX L_-- - -- 5. Soil Erosion and Stormwater Detention Devices; I I I \ \, _ -- -- _ (- t El Suehdevocishallival ersely affect trees to be saved. I I ` .. I ) (27) Ct 1 . °° PY -- - - - - - - - - - - - 6. Fires: _---'7- -_-- --___ ,..' 1 11 °° •°°"• °.. �� 81 Fires are not permitted Mine 100 feet ofthe dripline offices to be saved 1 f __ ___-- F---- \ ` - _TREE -pIROTECTiON------ ___ / 1_° ° ` e 7. Toxic Materials: ` ' 1 �' _ _ \ !': y ) 1 PY. 3 VP', (7) VP - FENCING ----- '�`��_ F /' 1 p • Q / / \\ ( )!P�t 114) CJ ( ) ( ) 3-- } t-- ' ® Toxic materials shall not be stored within 100 feet ofthe dnpline oftrees to be saved. � r - i I _ S. Protective Fencing: , , , i / IV ' (2) IV VP I I '.I:. W __ - - -I- -1 �I / 1 t• ° vl Li' /�/ \ (3) (9) - I k - _ --. - - -�OHE 0 Trace to be retained within 40 feet of nosed buildin or 'n activity shall be protected fencin. �� i� ' / proposed B grading tY P< Y 8 Q3--- _ ,:'.::: fl Feria shall be in Lace and be impeded soda rovedb actual Im actor nor to or construction. ___-- I \ --__ -_ _ � t � 'i 15) >`�' y� pL� OBE ° S �oN P P PP Y 9' P P Sm�B = p - I- I b 3 • o 1 h v' ,.F' GN n e �OHE•° S CiN °�SCiN \ �1•1� 9. Toll' �' %� , ,%' 1 \ \ ,. _ - I I ° ° 'L _ = yr SIGN, NO When the ground level must be raised within the driptine of a tree to be saved, a tree well shall be provided and a construction detail i / ' I `\ \ ® ( _ * - _ _ rn � y O S I CN C \ O submitted for approval. o� ,i �� r , II \ _ 1 I °-ALL £p , O I(j 10. Tree Walls:'.,o,: "¢': W \ f� J ° o o 0 0 0 0 0 .I•.. �' t_N N - _ s a# ,1 #S s is Wf :w'"""*fr;"'"'..."y)'4C` :____-_=u-__w -_w _-W �_\ Wes_ N ® When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail - /^ 't ! s _ _ _ Ln submitted for approval. _ - -----_ ` __ __ \\--__-- £ € S £ YI, '9" ,.�: ems✓ " WIG / 19 i � s 1' ^' L=387.Stl4 'Sv9-svG-svG-svGsv�seG SYG-seG_sv�_saG-sro %'- - 11. Trentham, and Tunnelhre: �Q' It $ i i Stl SYG - E ' T Stl9 Stl9 _ W El When trenching is required within the limits ordeal it shall be done as far away from the trunks oftaea as possible. Tunneling "7 �-! 1. \ - _ --- _ _ _ - N 71 1:'+f " \ 03 StlG $tl9 Stl9 P "I F `v'4"' \ ' ands a large tee shall be considered as an alternative when it is anticipated that necessary trenchng will destroy £ceder rents. +� Y - , \ , �.' - _ P 1 1 , , M, y> � SyG Stl9 / u L) 12. Clete �Ir ,' ' / / _ --� SOME` !: # i �# '£ ' 1 Stl9 Stl9 Stl �' , / // ^ W , ® Protective fencing shall be the bar items removed during the final cleanup, So Of Stl9 Stl--------------- ----' _ i ," s - yG----------------------- - Of an G 13. DcameadTreer: _ tlG WATER LANE & --- ® Damage trees shall hetramd immediately by pruning, fertilizffilon or other methods recommended by atree specialist. -___/ �� -�_=_' wz -Iw / StlG -Seq Stl JOB NO. , , I NOTE: IT IS HE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION - I __i' ,� ;.� - W ��Stl9 I TREESAVE .B. 156:U-/F35� , 192 _ _ SI D REQUIREMENTS. �Stl9_�� , / _--____________________I Is - WATER AREA #2 (EXIST_IN�C_____ I - , 171 METER --- TfRFEr 3F- - I CRAP ,' 5/11/2020 ___ - -5��� vG�svG _---------- - SCALE OWNERSIC ATU (DATE) ___--- i�// -� - -Stl9 __ ,�--------------- - __ 30 /'/ 1 it GAS GPS _ / - `j GASH _ _-- E: ALL PROPOSED TREES1 coNrRAcr PURCHASER SIGNATURE IDAre) \`� -- , RT 250�HAt D A MINIMUM --___ - SHEET NO. s/u06 Pale ofa. - _ D ROM THE EXISTING OVERHEAD ( IN FEET )---____ ----UTILITY LINES. ,/' I inch = 30 ft. \ 5 Conservation Plan Notes: LANDSCAPING PLANT SCHEDULE 1 .ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED ° ----1:-ALL TO BE PLANTS ALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION Or NURSERYMEN. THE SYM BOTANICAL COMMON NAME WITH PAINT OR RleeoN AT A HEIGHT CLEARLY wsleLE To '---__ ----_- --- PLANTING_ TREES SHALL BE E IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL - ° - o __- BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE - --- - JOINTLY ADOP Y THE VIRGINIA SERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS TREES CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY \ _ �1' AND THE VIRGINIA TER OF THE A AN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE ENGINEERING DEPARTMENT. °\ -- Z SPECIFICATIONS OF THE NIA DEPAkTM� OF TRANSPORTATION. UPA ULMUS PARVIFOUA ALLEE ELM 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE of R-2962.75 ° ---- 0�3 2. ALL SITE PLANTINGS OF THE - i1D SHRUBS`SH BE ALLOWED TO REACH, ANL� BE MAINTAINED AT, MATURE HEIGHT; PA PLATANUSACERIFLORA LONDON PLANETREE TREESAVE _ __ y THE TOPPING OF TREES IS PROH SHRUBS ­,A REES SHALL BE PRUNED MINIMALLY AND ON Y TO SUPPORT CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED L-206.85 AREA#1(OUTSI '-- ,__THE OVERALL HEALTH OF THE PLAN \ AS ROTUND(LOBA LI OUIDAMBAR STYRACIFLUCIFLUA AMERICAN SWEETGUM --- WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. ( EASEMENTS)=725SF --- X------------------ - 3. THE LANDSC LANDSCAPING PLANTSANDTREES A CENT -TO T SONT DISTANCE TRIANGLE, WILL NEED TO BEMMAINTAINED IN UNDERSTORY TREES °\ THE AREA EN 2' AN T ABOVE GROU S CL ZONE PRESERVE SIGH \LINES AND ACCOMMODATE 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT \' ° PEDESTRIANS. _-- '---_ PY PRUNUSYEDOENSIS YOSHINO CHERRY STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE \ ; EXISTING - - ---_ COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT °"E '-$ \ - \ EVERGREEN TREES \ TREE LIMITS ��, TREES TO BE PRESERVED AND PROTECTED. __PROPOR€E ,- MG MAGNOLIA GRANDIFLORA'LITTLE GEM' LITTLE GEM MAGNOLIA 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE \ PROTECTION FE �1`s� - `.\ OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. _-___---- IN ILEXx NELLIERSTEVENS NELLIERSTEVENSHOLLY 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE EXISTINGRWSA1z" \ Q� -- LANDSCAPING CQLCULATON:`, `. SHRUBS OUTSIDE DRIPLINE of TREES TO BE PRESERVED AND PROTECTED. VCP�SANITA$ - - _ $ `�, ° `J \ TOTAL PROJECT AREA 4. SAC : 2 088 S ` �` I CALLICARPAAMERICANA AMERICAN BEAUTYBUSH 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE LINE \ •� - _ \°`�\ \ CANOPY REQUIRED 10%'. 20, 0$ SF ��;���` IV ITEAVIRGINIA'HENRY'SGARNET' HENRY'S GARNETSWEETSPIRE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR \ PROPOSED TREE CANOPY: 21.674`SF IG ILEXGLABRA INKBERRYHOLLY AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING \`'., ° ` DEPARTMENT. d e STREET TREES: \ VP VIBURNUM X PRAGENSE PRAGUEVIBURNUM TQTAL LINEAR FOOTAGE OF ROADWAY WITH NEW BUILDING: 275`\LF 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, S D TOTAL STREET./TREES REQUIRED (1 TREE PER 40' - 7 TREES \ ` EXISTING VEGETATION SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY TOTAL 'STREET TREES PROVIDED = 7 TREES + (1) EX. TREE _ $STREET TREES Existing SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION ( (1) 20 - ,` sting tree save areaonsite(1.25multiplier) -2areas asshown TTRUNKSOND OFF THE SHALLL BOF EMAXIMIZEDTHERFURTHE FROM THE \ \ (z) PY 0'F 4jfr /RG/N7q```_` \ \\`, INTERIOR N TRIONEWARKING CALCULATIONS: TOTAL CANOPY TRAVELWAYS = 43,015 SF `\ / EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, \ BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY \ SS F(FO ° TOTAL INTERIOR LANDSCAPING REQUIRED (57) = 2,150 SF DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND \ (1 A (4) IV (i)AS (x)(Y TR/C 0� \ TO-TkL INTERIOR LANDSCAPING PROVIDED 3,738 SIF / ' '„ DOUBLE STRAND #12 GAUGE WIRE g PROTECTED. \ \ (X A ° - WITH RUBBER HOSE & TURNBUCKLES 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY \ \ 1) PY 9 262E \------------------- ' 2'x2' HARDWOOD STAKE TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED R CO ° \�i POSED TREE �' IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE 'L ''� \\ \\\ - - _ �4g \\ CUT & REMOVE BURLAP FROM TOP EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS \ \ ' 7� qNy ZQ P ECTION FENCING \ , /3 [IF BALL AS SHOWN INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER \ l `\ F'4 ° \\ \ SCARIFY SUBSOIL TO 4' MIN. DEPTH / OR TREE SPECIALIST. I u'y,v \, A vv / � - `o - - - `SEitj ��, H � 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF m ' \ - �, - MULCH SAUCER TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY \gym','.\ '(4)AS (1)PA CEDAR, `\ FINISHED GRADE PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT \ i. \ I TREES UP TO 4' CAL. SHALL BE STAKED. ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK W ,\ (4) I TREES CAL. OR LARGER SHALL BE AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. GUYED WITH 3 EQUALLY SPACED , x (18)IV / I \ TWISTED, 412 GAUGE WIRE WITH HOSE 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE \ \\ �' \ F T AND TURNBUCKLES. LOOP HOSE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING \ E _° _� _ AROUND TRUNK ABOVE BRANCHES Wf j THE FINAL CLEAN-UP. (z)II�\ DU POSERFADIWLT\° -III `A - rI couzvEVNTAPEAGREFIERSTi WITH \ \ L - FOR A➢DITIONAL INFORMATION / 1992 3.38 �� = \ 1) PY OOQ�EN ENCLOSURE, III - =11� 0 `� AMENDED SOIL MIX / FENCING AND I t DRIP LINE� SNOW FENCE I /_ 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. 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 WITH THE TEST RESULTS FOR APPROVAL. J. 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 WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS 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 DRIVEWAY 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 PRO1/7DE 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 VDOTS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. GAS METER (CLEAR CEDAR) ALBEMARLE COUNTY ENCLOSURE NO SCALE 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 NOTED. 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. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY 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 lIl. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ROAD NOTES 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 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 THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE /, I/, OR Ill PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL 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, S/GNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. STD. CG-12 HANDICAP SIGN RAMP HANDICAP SIGN LOCA77ON (VAN) LOCATION FACE OF CURB BUMPER BLOCK PAIN PAINTED PER WOT SPED TRIPE ACCESSIBLE SPACES HANDICAP SPACE DETAIL N07E NO SCALE HC PARKING SPACES & ACCESSIBLE ROUTES SHALL BE COMPLIANT W/ ALL CURRENT ADA STANDARDS & LOCAL/STATE REQUIREMENTS HANDICAPPED SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR RESERVED PHYSICALLY HANDICAPPED PERSONS. PROVIDE RESERVED PARKING ONE (1) R- 7-8 SIGN AT EACH HANDICAPPED PARKING PARKING SPACE INDICATED ON SI7E PLAN. SIGN WILL BE ALUMINUM (PAINTED WHITE) W17H GREEN LETTERS AND IN7ERNA7/01VAL WHEELCHAIR SYMBOL. THE CENTER OF SIGN SHALL BE AT LEAST FIVE (5) FEET ABOVE GRADE, BUT NO HIGHER THAN SEVEN (7) FEET ABOVE GRADE. SIGN SHALL BE PLACED ON S7EEL POST 1-1/2"0 PAIN7ED BLACK SET IN 12" OF CONCRE7E. TOW AWAY TYPICAL ACCESSIBLE SIGNS SHALL CONFORM TO VAN ZONE ADA REQUIREMENTS ACCESSIBLE $100 - $500 $100 - $500 FINE FINE HANDICAPPED PARKING SIGNS NO SCALE Concrete Bumper Block M Concrete: 4,000 P.S.T, Vbi rated a Reinforcing 2 #4 RebarB, 1.5" from bottom" W 72" long, 5" high, 4" wide top, 7&guot wide bottom A (Not draTvn to scale) NEIV 1441 I'- 12" I, 12" �I ' 6'• 'I 314" holes 14 T"-I 1 72„ Ij'GAP. TYP- 4x4 P.T. POSTS - FRONTPANELON METER ASPHALT PAVING - LIGHT DUTY PARKING SPACES NO SCALE TOP OF --�4" 2" R CURB 1 6" 13" °e a 7M .3 ae 6" Ir 1' 1f6" 1 2° STANDARD CG-6 STONE#57,BASE UNDER CURB CURB & GUTTER &CHECKED BY VDOT NO SCALE PRIOR TO PAVING AND/OR BACKFILLING. W-I2 NOTE: COMPONENTS OF COB RAMPS CONSIST OF THE FOLLOWING NYptMULIC CEMENT SIDEWALK IBERIA IN INCHES. AREA IN SQUARE YARDS) CAB WHEN REQUIRED (CG2 OR CG-3 IN THEM FEET: GENERAL NOTES DETECTABLE WARNING SURFACE (AREA IN AWARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS 15 A SEPARATE PAY ITEM AND SHOULD Y. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LET FOR GE SUMMARIZED FOR EACH CAB CUT RAMP. DETECTARLE WARNING SUFACES. PRODUCTS HOT LISTED SHALL MEET SIDEWALK ZR�P�MM,TKE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 4B0 MA%WARNING SURFACE MD SHALL BE SUBMITTED TO THE STMOMDS ACIDSPECIAL OLSON SECTION FOR APPROVAL. 3. SLOBING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WRX RAMPFLOOR OR BY WING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR S PRECAST, IDLES MUST BE PROVIDED FOR DOWEL BALE SO GTHAT AO.1'NIING FLARED SIDES CM BE CAST N RARE AFTER PLACEMENT CF ToMAX PRECAST RAP FLOW. PRECAST CONCRETE SHALL BE CLASS A•4. TYPE A 5. REQUIRED BARS ME TO SE NO.5 X 8" PLACED TCENTER TO CENTER ALONG CONCRETE OFCOVT 1%RAMP FLOOR, MD -DEPTH OF RAMP FLOOR. MIN" PERPENDICULAR G. CWB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT To CURB RMPs ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5'MM 7. CURB PAWS ARE TO SE LOCATED AS SHOWN ON THE RAPS GR AS DREClEO 12 WAS BY THE ENGINEER. THEY ME TO BE PROVIDED AT F AHI HIGHWAY INTERSECTIONS WHEREVER NI M.CEBSIBLE RWrE WITHIN THE PoCXT OF WAY OF A XDI)WAY FM.ILTT UIH N SSES A OR 0NONEXISTENT, CURB THEYREGAMUST OF WHETHER SIDEWITHIN PEDESTRIAN IS RIANEXELCROSSWALKS OR SHOWN ON THEY MUST IR LOCATED WITHIN PEEESTRVN LROSSWKKS M SHOWN N AMS OR M DIRECTED BY THE ENtlEER AND SHOEEO NOT BE LOCATED BEHIND VEHICLE STOP LIKES, EXIST NG LIGxr POLES, THE TYPE B HYDRANTS. DROP INLETS, ETC. ACCESNSLE ROUTES BROMIDE A CMTNUWS PARALLEL KCfSSIBLfrELL SEA SE'OPRA FACILITY THAT' CAN TBEA�ROACHED?ENTERED W A?'yiP��1s n M AND USED BY PEDESTRIANS.¢1,n,TF,,,$n�q'Yy'!/a?;T�n�'v1 B. RAMPS MAY SE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT ,V,: K' �%I MAX Y THE CURB OPENING G PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 121 MAX ,; m THAT THE SLOPE AT WE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CUM. .Y: SU 3: MW X 5� 9. TYPICAL CONCRETE SIDEWALK E IR THICK. WHEN THE ENTRANCE RApICANNOi ACCOMMODATE WE TURNING REONREMENTS OF ANTICIPATED HEAVY TRUCK TgMIT . REFER TO STANDARD CO-13. COMMERCIAL ENTRANCE (HEAVY 4' wY AT Y . 2" HIGHER THAN TRUCK iRKFD) FN CONCRETE DEPTH. T EDGE OF PAVEMENT D. WHEN CAB RAPS ME USED N CONJUNCTION WITH A SHARED WE PATH, l AT X.Y(, SANE A5 i0P OF AIRS THE MINIMUM WIDTH SHALL BE THE WIDTH W THE SPIRED WE PATH. It. WHEN ONLY ONE MRS RAMP S PROVIDED FOR TWO CROSSNGS :DIACONAL). TYPE C A 4', 4' LADING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL BIT PERPENDICULAR LAN THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THE PF V LANDING AREA MAT URBNCLUBE THE GUTTER PM. TRUNCATED DONE 12. ALL CASES WHERE CWB RAPS INTERSECT A RANAL SECTION OF .6"2.4" C-C CUM AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -y d WARNING SWERVE SHALL HAVE A FACTORY RADIUS OR BE FIELD O O O O O -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK of CIAB. - m o 000 00 0 00 00 - O O O O O O O O O O O 0 O 7 LMONC RAP 00000 O 000 0 00 000 o + D O o 0 0 0 0 O o 0 0 O o O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ;AT TAB WAR CK OF WEB "-tA" VARIABLE FEEL WIDTH OF RAP FLOWOTE 12. B E PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL SPCIFICATION �vooT CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDSRPERENLE SHEET IOF 5 REVISION GATE (GENERAL NOTES) ros 0]/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 5@ 203.05 LG-R NOTES: I. THE ITEM WY BE PRECAtt OR CAST IN PLACE. 2. CONCRETE TO BE MASS M IF CAST IN RICE, IRO PS IF PRECAST. 3. CURB HAVING A RIDIW OF 300 FEET OR LESS (ALONG FILE OF COB) WILL BE PhD FORAS RITUAL CURB. 4. THE DEPTH OF CAS MAY BE REDUCED AS MUCH AS W (E' DEPTH) OR INCREASED AS MUCH AS 3- ON" DEPTH) IN ALDER THAT THE BOTTOM BE Cure WALL COIN -DE MIT THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE OTH"Rp*�0I1W�I QUPTH E TO AID" AS SHOWN. NO ID�IUSTAEIIi N THE PRICE BD IS TO RE MME FOR A DECREASE N AN INCREASE N DEPTH. 5' THE2REOMEENRECOR CGOADYIA SHOWN IN IN TK'gCTIW OH CIS URBAN STAADARDS. ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED STANDARD 6" CURB VIRG1A DEPARTMENT OF TRAISPORTATN TYP. NO. 8, 89 OR 9 AGGREGATE IN OPENINGS BETWEEN PAVERS EAGLE BAY AQUA BRIC TYPE 4 "L" 3-1/ IT THICK FOR VEHICULAR TRAFFIC BEDDING COURSE 2" THICK (TYP. NO. 8 AGGREGATE) 4" FILTER COURSE (VDOT No. 57 CLEAN STONE) OPEN GRADED, CRUSHED AGGREGATE ^pp Oa� 12" RESERVOIR COURSE (VDOT No. 2 CLEAN STONE) o Z CRUSHED AGGREGATE BASE COURSE TENSAR TX-5 TRIANGULAR GRID, OR EQUIVALENT 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 IN/ MANUFACTURER SPECIFICATIONS. Z4" 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: i. BECAUSE THE SOIL UNDERNEATH THE PROPOSED LOCATION OF THE PAVERS IS FROM PREVIOUS CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CONDUCT 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 008" 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-9.5A SURFACE COURSE 3" BM-25 BASE COURSE (1111-19) S�/UB BASE COURSE ��/ p// \/ COMPACTED SUBGRADE ASPHALT PAVING - HEAVY DUTY DRIVE AISLES NO SCALE 28-DAY STRENGTH GREATER THAN OR EQUAL TO 3000 PSI REQUIRED (5' MIN.) 4" CONC. a' \ .: a .. \\//\�� .�-. .>� 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE "A 4, PERMWELE COAST. + YI MN. t ,HINT DOMS AEJ SEE SHEET IOFEJ FW DETAILS TANGENT PLAN srD. M-2 6•-p, BACK OF C 2D 1 I YAM SECTION A -A NOTE: FOR GENERAL NOTES ON WE DETERMiEE WARNING SURFACE. SEE SHEET ICE 4. PARALLEL APPLICATION TYPE C & PERPENDICULAR ROADWAY GRADE INPERCENT MINIMUM R MMAR LENGTH IN FEET ♦^ CURB s•• cLRe 0 2 I z 3 3 , 6 4 4 6 5 5 10 6 H ] B 15 15 NOTE TIE REQUIRED LENGTH OF A PARALEL RAMP IS LMITED TO 15 FEET. REGARDLESS OF THE SLOPE. NYLOPLAST DRAIN BASIN WITH DOME GRATE (FOR DETENTION CELL) �TH 0 T (1.2) INTEGRATED DUCTILE IRON Y GRATETOMATCHBASINO.D. O '� G7 SCOTT R. LINS X U Lie. No. 0357911' G6 12/15/20�4 MINIMUM PIPE BUWAL 0 DEPTH PER PIPE (5) ADAPTER ANC-LESVAAIASLE MANUFACTURER �0°•380°ACCORgNGTO BANS ZONAL E (3) VARIABLE INVERT EIGHTS RECOMMENDATION AVNLA&E(ACOd(MIN. MANUFACTURING TZC'\ PLANSRAKEOFF) REC SAME AS MIN. SUIWI (4) VARIOUS TYPES OF INLET B OUTLEFADN TERS AVAILABLE: C-30- FOR CORRUGATED HDPE (ADS N6121HAWCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SOR 35). PYC ADO (Ex: SCH ML PVC C9OK905. CORR"TED 8 RIBBED PVC WATERTIGHTJOIM (CORRUGATEDHOPESHOON) 1 - 6'-RI'0.'YE GRATES 6H4L 6E GIILTIE IRMPER•V IMAhY 2-OF Ip CCWEGMTE3 FRONTO rNE OMN MBNSMIXTHE USE OFAPVC B4TQK . SEEOMMNGADAOIa1NN5. q 3-DRAIN BASIN oBE asTwAMANu crunEogccoRDIID Town DETAILS,RISERSE ANGFORWSNSDYTR M'WETOSXpPNG RESFNLTF.INS. S IMSTU JOHTp01-tIDAS 4-BrwxAGEccxxEnlN sru6)orlrnGxrN-I%Hhw ORwk xTO 4 ABTMosz12 FOR coARuaTo HHIPE (ADS NIanNMcoR Du&wurA N12NP,O C BEWFR(A'-24') 5 - MNWM s CAN BE MJIINTEG GNPM' ME M T036p. MI-11 I I2, MNMJN ANCAE BEINEEN ADMTERBSEE GMNWDNGT001-t1D012, 6 - B'- ]p GONE CRATER NgVE NO LM➢ MTIIG DIMENSIONS ARE FOR REFERENCE ONLY ACTUALNRENSIONSIMYVARY DIMENSIONS ARE N INCHES GRATE MEETS WO LOAD RATING QUALITY; MATERIALS SHALE CONFORM TO ASTM A338 GRADE T06DO PAINT; CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DARNING NO. T001.110024 J a O= II,E11 GROSSWALK� TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SE CTION OF CAS TOP MAY VARY 0 MEET E TYPE MM THE CLNFIGURA-ION OF THE UFOLIT T Y T MISTING FIELD CONOITONS AND Y S SLO ECY3 PROVIDING THE OIMINSIpS MO SLOPESS ME ME AS KIM. MTEO. 7_7� "'MMI1,101 ON S. z•MW1+ RAT ,M'.2EDGE OF^ HIGHER THAN AT`M,A.SPAEEASNTOP OF CURB THIS COMBINED (PARALLEL A PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADNONING BUFFER STRIP. LAI16G AT BOTTOM OF TWO SLCRNG SEES WITH 60' X BIT MIN. MIx. DIMENSIONS. THE SHORT PERPENMCLLAR RIM TO THE STREET CM BE PROTECTED BY A LANDSCAPED SETBACK W CONNECTED TO THE SIDEWALK WITH AWAKED SURFM.f. CG-12 DETECTABLE WARNING SURFACE EEY. ]/D5 TYPE C (PARALLEL &PERPENDICULAR) APPLICATION 05 1.1 VIRGINIA DEPARTMENT OF iRAXSORigiDH zw.oT I I W2. 2A )K 27Y4' MN - 28Y4" MAX RAIL HEIGHT 6..3.E 6..}�. 3'-1Yi' 3..p1 .. 3._11A.' 3'-1'/,' )K K J3N. 'XN TUN.N IgNNN N/. II II II II III II III II IJ J IJ IJ IJ IJ IJ IJ GR-2 GR-2A W-3" MST SPACING) I3'-4/t' POST SPACING) MAX DYNAMIC ceRECTDN - 3' MAX DYNAMIC DEFLECTION - Y NOTES: QUMGRIL LOCATIONS SHOWN ON ALMS ARE ACTION IF AN ONLY MD CM BE ADJUSTED DURING CONSTRUCTION P MO /5 NECTED BY THE ENGINEER. FOR DETALS OF POST AND BLOCKOUTS BEE SHEET NO.5O1.D!E • USING NE N-2A METHOD • U LNG AD GR-2A METHOD WING 1EBTED RAL RL BACK OF FOR ASSOCIATED OF XAL ELEE SHEET SPLICE JaxT NO RAL ON BARN OF POST /SBOCMTEO XMpWME SEE SHEET N05. 501.01 A1S 5D1.p2. X WHEN NESTED RAIL OR ADDITIONAL. RAL B PLACED ON BACK OF POST RAIL ELEMENTS ME FURNISHED SHOP CURVED FOR RADII FOR N-2A THE POST SPACING WILL BE 6'-3". BETWEEN 5 FEET MD 150 FEET. ALL CMMORAL POSTS SHALL BE SET PLUMB. PQ�T SHILL HOT BE SET WITH A VARIATION OF MORE THAN f' FER FOOT FROM VERTICAL. W-BEM, SLOLKOUTS. AND POSTS SMALL BE SET AJD ALIGNED WTXDUT ALTERATION OR FORCE.AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GET -2 AND N-2A RAL H&L BE MAINTAINED AT A HEIGHT W 27y" MN - 2B a " MAKAS MEASURED PER STANDARD CR-N5. ALL W-BEM PALS SHALL BE LAPPED IN THE DIRECTION OF vEHI➢EEAR TRAVEL FOR THE FINISHEDROADWAY. THE OPTIONAL CA PA METHODS OF NESTING WE RAIL N USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTKLATION. FLARE RATES DESIGN SPEED INSIDE ANY THE BEYOND SHY FINE WH SHE NE L5 FLARE RATE FLARE RATE 70 S' ]P1 1 15:1 M 60 9' 261 14:1 M 50 8.5' 211 111 M 40 5 161 NI W 30 4' 13!1 7:1 M MSUMVILA MAXIMA FLARE BAIL FOR SEW -RIGID BARBER SYSTEMS xv=r xVDOT A COPY OF THE ORIGIN& SEALED AND SIGHED ORAWNG IS ON FILE IN THE CENTRAL OFFICE. ROAD AID BRIDGE STANDARDS RQM AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL :wSDN DATE SHEET 1 CF 1 SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 20L01 501.04 W114 VIRGINIA DEPARTMENT OF TRANSPORTATION LEE 502 (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS E' MIN. ON IF •24, 117 MI N.ON 3P BASED ON MANUFACTURING RED,) -I 8--30' ` SEE'RLSERFOUNDAMNNOTE'OIV MSHEETFORDETNLS OF THE REINFORCED CONCRETE FOUNDATION. CONCRETE FOUNDATION BEDDING B. BACKFILL SHALL BE COMPARED z UNIFORMLY IN ACCORDANCE WITH A5TM DDL3. 0 CONTRACTOR SHALL CONFIRM BEER INSTALLATION MEETS MINIMUM MANUFACTURER SPECIFICATIONS. F d w ZLU CTMATEER INVMICH Y NIGHTS. IRE RECEIPT DRAYMBY EPIC MATERIAL DWYERONJAVE BUFMIX CA M514 O Z 0 ITOCIESNOTCONF6{ LSE OF TXEOERGNQi OAT( 0}3}10 PMN(1T0(MI - F1Y T01IMAM N�Tlo ast N _ 1fRE )M IN i BMv INMARNP AYIW n-vaDBY CG PFUVWMANE ' W ANYINFOPoMTM TIME W FACTURE OF ANY DATE N.ILU dtANBADN WITNONE ggI1 DISCLOSURETOUMSRS OUKKSPECINSTALLAENUETML u RAFICYRDTEN LGMBPi i nIAFI D A SCALE in I1 NO Mp MI DWGNO. REV C 2499CGS W APPROX.ORAINAREA= iN.60SOIN APPIR)X VI IGHT WRAP FRNME=IIS,OC IUM ,2s e2A75 028150 sAN DUCTILE" 1Kyl�lasr Y"m%DDiK1 l� wv.IWIyIMWI BK: MM6 RMACENO.NNE mE N N LTANOgRO WM1EgBFRNLY.TIF II A I FWx 11B MEET 1R1 DROW M4.11ME1T REV CG-B NOTES: L THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS AT IF CAST IN PEACE. 4000 PS IF PRECAST. J. CCMBNATDN CURB N GUI HAVING A ROM OF WD FEET OR LESS (ALONG FACE OF CARS) SHALL BE PM FOR AS RDIAL COMBINATION CURB N GUTTER. 4. FOR TEE WRH STABILIZED OPEN -GRADED DRANAGE LAYER, THE BOTTOM OF THE CURB B GUTTER SxM I BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES MM TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CI IS BARED N fl0/DWAY CLASSIFICATION ION DESIGN SPEED AS SHOWN N APPENxX A OF 2" R WE ROAD DESM NAMIN IN THE SECTOR ON CS ARM STANDARDS. ' D . b P.4 • • D D D D D .Q I ----------� A LIE caNTwcrOR COMBINATION 6" CURB AND GUTTER ROM AND BRIDGE STANDARDS VIRGINIA DEPMMNL OF TRANSPORTATION REVISION DATE SHEET 1 OF 2D1 D3 I I I � I IRMUS TO BE AS A-1 AR STREET NNE RO AD SANE SUFFICING ROADWAY 8) SHOWN ON A.IJBI GI AS YHLIXE ISFE NOTE T (RADIUS TO BE / KAS S RAOVL CDBWTTIN SHOWN N RMS) cAB MD GUTTED CGi LSE[ NOTE )1 SIDEWALK ISFE NOTE 2) OPTED .• NOTE: MDTH 'B- 2•-0" N AS MANURE ROADWAY SHOWN ON TYRL& SECTMM. AJ PLAN VIEW MARINE ROADWAY SLIME 10'PMKdK CURVE DEDPDRurui SHODU EERRDOR ax MAX. ® - - - - D aDPE CAM¢ - U MAN.PE ROADWAY ---- ---- ---- $LOPE CHANGE ® -- _ _ _D 2M COMMERCIAL FGR D 5'YIN. COMMERCIAL ENTRANCE ® CONSTRUCT GRADE LTWMSs ACTH A PAMBOUC CURVE. SECTION A - A GLASS S AS .M. .l CONCRETE SECTION C-C GENERAL NOTES L WHEN W-11 LS USED FOR STREET CONNECTIONS THE CONNECTION MIST BE DESIGNED IN ACCORDANCE WITH THE POLICY MO THE APPLICABLE REQUIREMENTS OF THE VDOi ROM DESIGN MANUAL. INCLUDING SIGHT DISTANCE RECUMEMENTS. 2. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TWNND REOUFELQIIS OF ANTICIPATED HEAVY iMltl( TRAFFIC. THE OEPiII FOR SIDEWALK M CAB RAPS WITHIN THE LMITfi OF THE RID: SHOAO BE NCRFISEO TO 7". 3. MEN USED IN CONJUNCTION WITH STANDARD W-3 OR CC-7, THE CAB FADE N WE STANDARD E TO M ADJUSTED TO MATCH TIE MOUNTABLE CAN COIPDUMIKN. 4. SEE STANDARD CG-U FOR CURB RAP DESIGN TO BE USEDWITH THE STANDARD. a. OPTIONAL "IMAY RESUME WAr81NG OF A PN1DN BE LITTER TO PRECLUDE PONDNG BE WATER. ENTRANCE NOTES 6. RAINS ARE TO INMATE WHEN CONSTRUCTION OF A FLOW LIE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE THE ENTRANCE. 7. MARINE PAVEMENT STALL BE CONSTRUCTED TO WE R/W LIRE (EXCEPT MY SUBGRADE STABILIZATION REOURED FOR MANIJNE PAVEMENT WHICH CAN BE OMITTED IN THE ENTRANCE.) B. ROM. CURB OR COMBINATION WHO AND CURER SHALLNOT BE CONSTRUCTED BEYOND WE R/W NE EXCEPT FOR REPLACEMENT PURPOSES. S. THE DES ABLE AND MMIMUM ENTRANCE GAME CHANGES N' ME LSTED IN ME ALLOWABLE ENTRANCE GRADE TABLE. THESE VALUES ME MDT A•PLICMIE TO STREET CONNECTIONS. ALLOWABLE ENTRANCE GRADE CHANGES ENTRANCE VOLIIYE GAME CHA1C# OESRIBLE MMIMUM HON MORE FARM 1600 VPo O x 3 x MEDIUM 500-15DG WD 53x ex LOW ILESS THAN NO VIM 56x Bx M"V IOCAO Na nul APPLICABLE TSTREET CONNECTIONS CONNECTION CONNECTION FOR STREET INTERSECTIONS SOS 502 AND COMMERCIAL ENTRANCES VAGINA DEPARTMENT OF TRANSPORTATION 0 C" CDC" LU 00 CD 0 � � N L ti C Z 'M M Cn N M 1 N N N W >_ LLI J J z ''^^ vJ ILL! L9O J Z2 U W Y W I Lfi �_7 NW z ouIl sonson! ~ W jI I� BFFBii , of V F C:) co MJ z 1 '�'I 1._ Uj I� 0 J J LU I� > a LU 11 W J Lu a z U Uj 0 U a Ln LU N r JOB NO. 192171 SCALE N/A SHEET NO 6 W5 502 WP-2 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIGENNG 12 EDGE OF EXSNG MINE"" OAS CETERNINEO N NELDI TOOK COAT THE PROPOSED CALK COCTION JOINT E%6lNG ASPHALT LAYERS Rlfiti5E0 ASPHALT LAYERS EXISTING SUBBASE LRCPGSED SUBBASE ------- ------ COMPACTED SHENRAGE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAERS TO EXISTING SUSSASE NO REPLACE WITH PROPOSED ASRIKT WIDENING LAYERS ® FAWOIED MNNUM IRA INCH THCK ASPHALT SURFACE COURSE (SEE NOTE 5) " MINIMUM AS DETERMINED INCHFEa R GREATER (SEE ASNECESSARYCESSARY TD AHUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS 31 NOTES: 1. ASPHI PAVEMENI'AIDENNO SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE 'RUIN CURRENT VDOT PROCEDURES NO BE MPRONED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRNNPLE OF THE EXISTING NO PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MNNUM OF THREE CORES SHALL BE TAXEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHXL RE SPACED NO MORE THAN SOD FEET MART. 4. TXE MJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11 INCHES µD REPLACED WITH µ ASPI SURFACE COURSE TO MATCH THE PPOBEO PAVEMENT WIDENING SURFACE COURSE, UNLESS WNVED BY XE ENGINEER. 5. TREE ENONEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVFIENT TO BE ADJUSTED 70 ACHIEVE AN M,CEPTASLE PAVEMENT CROSS -SLOPE AN EFFECTIVE SURFACE BRNNAGE. 6. EX .TING PAVEMENT MNMNGS AND MARKERS WITHIN THE PROJECT UNITS SHALL BE RESTORED SUBJECT TO THE IPPROVA. OF THE CHER R L FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE IEWEKMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL £ TESTED USING A O FOOT STRYGHTEDC.E N ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. VDEIT SDEARRIENCEA w AN RoD SNGE STANDARDS ASPHALT PAVEMENT WIDENING REIExcE REED I of REWBaN GTE FOR WIDENING SUBJECT TO TRAFFIC FIRE ,p,NDz VINMNA DEPARTMENT OF TRANBN"ORTWIOM Rivanna Water & Sewer Authority (RWSA) General Water & Sanitary Sewer Notes i. All materials and methods of construction shall comply with the latest version of the General Water and Sewer Construction Specifications as adopted by the Albemarle County Service Authority on January 15,1998, except as modified below. 2. All construction materials and methods of construction must be approved by RWSA prior to the start of work. A preconstruction conference with RWSA is required priorto the start of work. 3. The contractor shall be responsible for notifying Miss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at (434) 977-297o ext. 205) shall be notified three business days prior to the start of construction. 5. All work is subject to inspection by RWSA staff. No tie-ins to the existing system shall be made without coordination with and the presence of RWSA staff. No work shall be conducted on RWSA facilities on weekends or RWSA holidays without special written permission from RWSA. 6. For sanitary sewer line construction: RWSA may require bypass pumping for tie-ins to the existing system. All doghouse manholes must be pressure tested before a connection is made to the system. 7. The location of existing utilities as shown on the plans is from data available at the time of design and is not necessarily complete or accurate. The Contractor shall be responsible for the verification of the location, size and depth of all existing utilities, both surface and subsurface. The Contractor shall immediately notify the Engineer of any discrepancies between the plans and field conditions. The Contractor shall use due diligence to protect all utilities and structures from damage at all times, whether shown on the plans or not. Damage to any existing utilities shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 8. Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading or filling shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 9. No blasting shall be permitted within ioo feet of RWSA facilities without written permission and RWSA approval of the blasting plan. Ground monitoring during blasting and a pre -blast survey may be required. For blasting within ioo feet of any operative RWSA sewer lines, bypass pumping and/or pre- and post -CCTV may be required. RWSA may also require certification from a licensed professional engineer stating that the proposed blasting will not damage any RWSA facilities. Damage to any utilities due to blasting shall be repaired by the Contractor to the original condition at no additional cost to the Owner. 3.o. The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under an existing facility, adequate structural support shall be provided for the existing pipe. The area of the crossing shall be backfilled with compacted 57 stone to the spring line of the existing pipe. ii. New water main installations shall be tested, chlorinated, flushed and water samples approved prior to making any permanent connection to the public water system. Approved methods of filling and flushing new water mains will be required to prevent any contamination of the public water system. 12. All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 3.3. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhangs, retaining walls, footers for any structure, drainage structures, etc. 14. Trees are not permitted in the RWSA easement. DEN BOARD DSTER ENCLOSURE INFORCED _PAD CONCRETE DUMPSTER PAD w/ BOARD ON BOARD DUMPSTER SCREEN NO SCALE JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES - _10't_ r-10, 5 10 5, PEEIfIBBBBEW WATER SEWER K C LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WI➢THS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM x SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 PLACE 5' GALVANIZED ' WITNESS ' POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED, MARKER LOCATION MAY BE SUBJECT a TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 I ADJUSTABLE VALVE BOX W/ LID II i u v Z N M.J. GATE VALVE --- WATER LINE a GIP b 2500 P.S.I. CONCRETE 8 A 2'2 x ' BEARING AREA. THRUST BLOCK .4 e. n a b NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 8'x12' CONCRETE SLAB 7" THICK SLOPE TO DRAIN TO GUTTER 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6"x6" W2.1xW2.1 WWF AND BROOM FINISH TD-9 Al ALL BENDS WIDEN TRENC ACCOMMODAT ANCHOR IF REOUIRED. rnln BEDDING AS REQUIRED SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6- 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 B. 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1/4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 12" 45 22 1/2 3.33 2.33 3.58 2.58 2.95 2.86 0.43 0.24 3.83 4.00 2.83 0.52 11 1/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-3 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE, 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) �Q 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF SERVICE LATERAL MAIN LINEf11N SECTION '0" UNE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-31 1 0'x1 2'CONCRETE SLAB 7" THICK SLOPE=TOWARDS PARKING LOT 3000 psi @ 28 days (min) CLASS A3 CONCRETE WITH 6"x6"W2.1xW2.1 WWF AND BROOM FINISH 1/8 BEND 6" NOTE: RESTRAINED JOINT FITTINGS. Side Mew 42" Minimum !tl!t,2 4 teel Beam, in. size) .114 3' min. penetration into undisturbed soil , or as approved by the ACSA. TYPICAL THRUST BLOCK IN FILL AREA NTS FIG. W-38 TD-5 DUAL SERVICE SINGLE SERVICE NOTE: 1) SACOIES SHALL BE UBED ON PW PPE. M 1' COMPRESSION X 3/{' MALE MINE CCUPLNG OR APRIOVEO EWAL FOR USE ON ATTACHED SINGLE FAMILY PSCENTAL SERMCES CP DUAL RESIDENTIAL AND IRRIGATION SEANCES. z• ^'WPRFSSIOI " 3/P YAIE PPE COUPLInc PPROVEO EWAL -OR USE ON DETACHED SINGLE FAMILY tESIDENTIAL SEANCE WERE AN IRRIGATION AFTER IS NOT PROVIDED. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A ON FINISHED GRADE ITT-ff1-T11-1 - - -TIT=1TI=7Fr=T1T=1TI=-T TRENCH REDUCER -T. a . r2500 P.S.I. CONCRETE THRUST BLOCK UNDISTURBED SOIL 8 : g" MN } PROFILE VIEW { - UNDISTURBED SOIL -EDGE° 24" MN. --- OF TRENCH-___ e _J--_-- _ _ m REDUCER { f g' MN M 2500 P.S.I. CONCRETE THRUST BLOCK • - - - - - - - ` �- - - - - - - - - - - UNDISTURBED SOIL -EDGE OF TRENCH I. 24" MN NOTES: PLAN VIEW NOT TO SCALE NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF TRENCH, OR AS APPROVED BY THE ACSA. 3' MINIMUM VERTICAL PENETRATION INTO UNDISTURBED SOIL, OR AS APPROVED BY THE ACSA. CERTIFICATION OF 95% COMPACTION REQUIRED IN TRENCH. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK NTS FIG. W-30 ID-7 N 0 E wy w'Q \m o� o LL O� u VU BE EW Ux I�_TI NCL E E�2 ...a I .N.. vU w m wa_ � o� E 2 3 oE NOT ETo �E J, �'0 L "DJ i TYPICAL MANHOLE FRAME & COVER N.T.B FIG S-HD TD-29 FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA" V-0" MAX 2 -0" RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACEPPP PRECAST REINFORCED CONCRETE SECTIONS 1-2t-MIN "0" RING SEALS. 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4-0 0 5: FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE VARIES FILLETS CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUTING -_- SEWER. '• .4 12 A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-1-A TD-25 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD• LENGTH OF BRANCH VARIES 6' MIN I 2' TO 1W (2701 18 22' ALVE BOX ] CU. FT. $68 STONE 42-MIN • ;'; 6' GATE ., • VALVE 8' X 6' ME 6. 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOI L. STEEL PILE `S\\ WHEN THE SOIL IS DISTURBED O)� EN RESTRAINED JOINT FITBNGS A HYDRANT IS LDCATED IN A FEE, IN ADDITION TO POURING CONCRETE. A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 R COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE UD FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8R1-1" METERS) NTS FIG. W-7 TD-13 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL R z4- IN B- INITIAL BACKFlLL a. 24 IN VIN MIN. MIN. MIN. 6" BEDDING #68 STONE " STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN P00� SOIL UNDER -CUT CONDITION 4 MI INITIAL BACKFlLL 4 MI UNSTABLE 8 P• B- 8" SOIL-,,,,-._ MI MIN.- = MIN MIN. #68 STONE 11 RANULAR FILL AS • f=, APPROVED BY ACSA '• STABL SOIL C HOCI(_ STABLE SCIL OR ROCK> NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3-THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4.NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 Lie. No. 035791 J�1 iL 12/15/20 AJ Z" Z L O d f to i w 1 Z Z F O O u N k E i W O O N Ui Q00 O a N 0 ti C"MCID TM v, CV CY) VJ/ I z_ O LL W N W > z UJ J G UJ Z J > 0 0J (n H _J J FH OL9J LU w QQ W 66 v V) WJ w I Y Q o w U z W UJ L.l..l O J � 0 UJ moo/ LL V / - Ln F- Lu (Vw CJ 0 w CL LID JOB NO. 192171 SCALE N/A SHEET NO. 7 STR11A, VDOT STD, MH-1 STA. 10+77.40 TP=558,55 INV IN: 553.15 TO 1B INV IN; 553.15 TO EX B2 INV OUT: 553.05 TO EX STR IVY STREX STR IVY, EX DI STA, 10+00,00 TP=555,23 EX INV IN: 552,43 TO 1A EX INV OUT 552,33 TO EX. 24' PIPE STR;1B, VDOT STD. MH-1 STA. 12+47.71 TP=560,50 INV IN: 553.87 TO 22 INV IN, 554.10 TO 2 INV OUT: 554.00 TO 1A mot- - ITF--t---i---I---4 STR:2B, VDOT STD, MH-1 STA. 15+52.30 TP=563,00 INV IN: 555.82 TO EX 4 INV IN: 555.82 TO 16B INV OUT: 555,72 TO 2 STA. 14+66.60 TP=559,50 INV IN: 555.29 TO 213 INV OUT: 555.19 TO 113 STR:EX 4 EXISTING DI STR14, 24' YARD DRAIN STR6, 24' YARD DRAIN RAISE TOP TO 563,00 STA. 16+41.29 STA, 17+67.71 STA. 16+32.92 TP=563,05 TP=562,10 P- EXISTING TP=560J0 [IN�IN556,65 T❑ 12INV IN: 557.38 TO 8 INV IN, 556.47 T❑ 4� INV IN. 556,65 T❑ 6 INV IN: 557.38 TO 10 INV CUT: 556.37 TO 2B INV OUT: 556.55 TO EX 4 INV OUT: 557,28 T❑ 4 STR:8, 24' Y STA. 18+26.11 TP=562,30 INV OUT, 557.67 TO 6 5601 555 l/ 1CILI 12' PVC YARD DRAIN 1AA i 24' PVC 12' PVC YARD DRAI 126.42 LF @ 0,50% -58,40 LF @ 0,50% IA -EX IVY 24' PVC 85.71 LF @ 0,507 PVC YARD DRAIN 24' PVC 218.88 LF @ 0.50% 8.3 8,37 LF @ 0,96% 170,31 LF @ 0.50% 18'550 PVC YARD DRAIN 550 24' PVC 80. 80,62 LF @ 0,68% 77,40 LF @ 0,80% L548 548 J J .-• `• o V o o (`7 O� It O� .�. LO N o N Cu Cd W W Co LO Co LO Co U-) coo LO �D pi U-) Di U-) o �D CD- �D �D `-' �D m �D o m � o CM � (U Cu ID (U CU �D ClJ L7 L7 u lTl UD lTl n U-) U-) U� lTl lTl u u U-) U) LO n W L� 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+5018+75 STR 8 - EX STR IVY VERTICAL SCALE 5 0 9 5 5 10 20 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE ( IN FEET ) 1 inch = 50 ft. NOTES: 1. ALL STORM PIPE SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION. 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. DRAIN Lic. No. 035791 12/15/20 14 z Z O o 0 Ln E Ln m m m o v C) M Z O N fl a z z z Z U) >>> w Z VO VO VO 0 0 O o O Ln > rr�w1 v/ f m CO CC) Ln ` co CO M COco m / Lu aQa Z Ice lL Z LL LL 0 w N N Q m oLO O W N z Q L900 ti M � M C� N Q ® CY) J � ' Q z LL N I z J G z _J O r) W 0 W Lu J W LL Lu Q Lu oC E J Lu Y Q Q W U = 0C 1-4 Q C Cl)o LA w 1.-: w 0 z w O 1-- U CO w 0 O J Q � O N II - Ln T� w H J CV w a w V) JOB NO. 192171 SCALE 1 "=50' SHEET NO. 8 570 570 565 565 WA ERLINETOI ENDi BEN TH EMS ING 4' STORM PIPE CR SING ATA .5 a COI, TRACTORT VERIFY CRO 3SING 560 N1 FI E HYDRANI ASSEMBLY 560 NN RTO EXISTI Gal' 6"- a.250 END WATEF LINE W/ a2'k6" .S.&V. 555 555 Lwj Lu U� CDCDww �'i co 4 L7 L9 LO n LO Lo ww 10+00 10+50 11+00 11+50 11+75 FIRE HYDRANT EXISTING RWSA SEWER MANHOLE 570 STA110+00,00 570 RIM1568,06 EXISTING INVERTS TBD 565 565 \ STING a STORM PI A PROX. E EVATION 56 1.28 6"FIREH DRANT CR SING 560 0.0 560 PROPOSE 6" PVC SAN TARY SEWER LATERAL AT MI 4.2.138% SLOPE. THANELEVATI N=558.46 555 555 550 550 cu M o cu�D CDr ELWVLL�3 �D � � �N7 U7 nn n 10+00 10+50 11+00 11+50 11+75 SANITARY LATERAL 5 50 STR11B, VDOT STD, N STA. 12+4 TP=56 INV IN: 553.87 TO INV IN: 554.10 T INV OUT: 554.00 TE 565 PROPOSED MAE 565 EXISTING 560 1. COO,560 (( IN�?SO5 .Si OPOS RFOR IU DERD w w J J co o � LO m PROPOSED w w � � � . LATERAL E L7 LnL7 UO w L� 10+00 10+50 11+00 11+25 C04 - COI D 4'1 TED RIGID 'AIN AT MIN 5" SAN EV. 55937 H-1 7.71 STR122, VDOT STD. DI-3C, L=8' ).50 565 STA, 10 565 22 TP=560.20 ,20 2 INV IN, 556.75 (FROM UNDERDRAINS) ROPOS D INV OUT; 554.75 TO 1B lA GRA E EXISTING - - 560 GRADE - CO _ NV. 8. o1\_�o,560 IN .55A5a INN 559. a6 75 LF ao PROPOSED 4" 759 F�a'0� EX. "DIFIR LINE UNDE DRAIN AT MIN 555 1 TO UILDIN i%SLOPE 555 PROP DSED i' WATEI t PROP DSED 6' SAN LATERAL LATEI ZAL EL 56o. 4 15' PVC IV. 53.78 LF @ 1.64% EX. GNSLIN 550 550 548 548 J J �. o �D^ U-) CD C7 0Y (T Lj Cu L7L7 � n0 U'� nLn n ) n ) ww 10+00 10+50 11+00 11+50 12+00 12+50 13+0013+25 STR zz - STR 1B NOTES: 1. ALL STORM PIPE SHALL BE CLASS III RCP UNLESS NOTED OTHERWISE. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95% COMPACTION, 4. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6. MINIMUM 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 7. VDOT STD. IS-1 INLET SHAPING REQUIRED ON ALL STORM STRUCTURES. 8. VDOT STD SL-1 SAFETY SLAB REQUIRED WHERE DROP GREATER THAN 12' (NO SL-1 ON SANITARY MHS). 9. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. VERTICAL SCALE 5 10 ( IN FEET ) 1 inch = 5 ft. HORIZONTAL SCALE ( IN FEET ) 1 inch = 50 ft. STR:18, VDOT STD. MH-1 REPLACE EX. DI TOP STA. 10+00.00 TP=559,50 INV IN: 556.03 TO 20 EX. INV OUT. 556.03 STR120, VDOT STD. DI-3B, L=8' STA. 10+17.79 STR16, 24' YARD DRAIN TP=560,33 STA. 17+67.71 EX INV IN 556.37 TP=562.10 INV OUT; 556.37 TO 18 INV INI 557.38 TO 8 INV INI 557.38 TO 10 INV OUT; 557.28 TO 4 560 EXISTING S 185TORM EWER INVERT.STR a8 SH ALL BE REPLACED W THMANHO ETOP. STR ao SHAL BE INSTAL EXI5TI NG ST RM SEWER IPETO ACCOMMOD TIE NEW EN ANCE 555 ADIUS 2XITI 4' ESNG CL�III RCP 17.79 LF @ 1.93% 552 552 ELi IO 10+00 10+50 10+75 20 STR zo - STR 18 HIGH PT STA 10+04.57 HIGH PT ELEV; 587.24 PVI STA:10+30,67 PVI ELEV 585.78 K;12,00 LVC:52,20 "'T " CT U-) Cu I, , v� �m u + Ln 590 - 590 -5,55 % w LOW PT STA 2+82.104 PVI STA112 11.14 585 PVI 1.0eLEV5 7.84 585 _ L C 141, 1 580 +. Ln + U' 580 LJ W 4< U ; --; \ > C� w \ 575 575 \ LOW T ST ; 13+ 8.57 LUW T EL V 5 128 PVI LEV;S 1,79 570 \ K;26,0 570 \ BVCS; 13+0 00 BVCE 563 1 \ ; + E VCE; 561.2 565 565 tER 560 XISTIN RWS SANIT RYSE 560 CROSSING. C014TRACIORTO ERIFY EPTH TCRO SING I LEVATION - Z 555 555 W IL 552 a 1;552 WW Lo) m .M0 m Ww r-,r Co W^ 05 n� � L7 LO n 00 U-)U-) Ln u' Uo 0 0 LO W LI_ 10+00 10+50 11+00 STR;4, 24' YARD DRAIN STA. 16+41.29 TP=563.05 INV IN, 556.65 TO 12 INV INI 556.65 TO 6 INV OUT; 556.55 TO EX 4 STR:10, 24' YARD DRAIN STA, 10+21.36 565 TP=560.50 INV OUT: 557.49 TO 6 560 1 III 111 1 1 5601 1560 55 555 555 12' PVC YARD DRAIN 52 21.36 LF @ 0.52%. 552 » W W 00 J J 't W W ID (U U LD L7 11) W L_ 10+00 10+5010+75 STR10-STR6 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+0016+25 FUTURE CONNECTOR ROAD i i 25 MPH DESIGN SPEED STR;12, 24' YARD DRA STA. 10+84.72 TP=560,50 INV INI 557.16 TO 14 INV OUT: 557.18 TO 4 -- 4-- _F-- -i -- t -- '/� � ll 18' PVC YARI I' PVC YARD DRAIN 221.84 LF @ 84.72 LF @ 0.63% E�_7nI STR114, 24' YARD DRAIN STA. 13+06.56 TP=561,50 INV ❑UTI 558.30 TO 12 565I 560 55 55 J J CDcuCDCDCDM Co CD CD CD cU W W �D w LO ND �D C''5 �D ID �D (U �DU D �D �D(( 0 �D (U D �D cu 03 �D �0 .-. L7 L7 U7 to LO LO LO n LO _0 LO _0 n LO LO LO W w 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+5013+75 STR 14 - STR 4 Lic. No. 035791 12/15/20 14 z Z O o L Ln _o Ln Ln m m m Ln Ln Ln o v Z M Z O N fl z Z Z Za U) >>> g W Z g g 0 O o 0 O Ln > rr�w1 V/ f m m CC) Ln ` DO CO DO DO DO / W aQa ZZZ c lL LL LL O Lu N N Q 0\D O ti O W N J L9rn ti M I..L Ae N ® CY) J � Q O LL LLCA N I LLI > z LuW Lu J J OJ LL _U) O I- W Lu O W Lu Q Q Q W z J paC LLI Y Q 0 w U o l­_ 0C z C W Q I- W � ~ 1r O 1_ - U F-- � ::D Lu 10� O J Q � o > Ln J H- CV w a w JOB NO. 192171 SCALE 1 "=50' SHEET NO. 8A ON, GR \\ SCALE // / // \GRAPHIC I I \ \ \ - - \ / / I 60 \ 01 30 60 \ 120 \ / / 240 II II \ \I \ \ \\ I \ \ \ CS, ( IN FEkT \\ \\ \\ \ 1 inch = 6d\ft. // /// /// \ RE / h \ \\ \ \ \\ CC RR - -�/- --J ♦ \\\ - -\\-------- \\\\-\ __ - --- /// /// CG Structure Area (Acres) Cw tO (Min) EX IVY 0.87 0.80 11.3 22 0.58 0.55 7.2 20 0.14 0.85 5 18 0.00 0.30 5.0 16B 2.19 0.35 19.1 16 1.71 0.57 7.5 14 3.00 0.45 19.0 12 0.52 0.52 13.5 10 0.48 0.45 9.5 8 0.15 0.83 5.0 6 0.16 0.83 5.0 / 4 0.07 0.80 5.0 2B 0.00 0.30 5.0 2 0.00 0.30 5.0 113 0.00 0.30 5.0 IA 2.14 0.76 17.2 EX4 0.00 0.30 5.0 EX1310 0.55 0.74 11.0 EX 136 0.64 0.48 15.5 / EX B4 0.75 0.90 5.0 EX 132 0.75 0.86 5.0 / / -EX IVY INCLUDES THE DRAINA�E FROM EXB�10 /-STR_22DESIGNED FOR 100%C OGGEDPAVERSS -$TR 16 INCLUDESSX TRACKS CULVERT DA CC -STR 1A NCLUDES B6, EX B4, EX B2 DRAINAGE -10-YEAR TORM FRO�VI WHITE GABLES RELEASES 2.2 CFS ROUTED FUTURE W-TEGABLES \ \ \\\ \\/ IRON \PHASE UNDER'REVIEW \ \ \ \ i / 1 �,1'10=2.2 CFS ROUTED J 1 , ) \ \ <I \ 5ND � , R=2962J5 L=206.85 GO IS, MH \ )SRX \ \ I SE$WER \ I \ \ I \ I 9 (D.B\2706 \ \ oi, _ \ \ VCP NRARY MP. \ ( UN \ R. \` IFDT \ \ \ I \ \ \ (D. 06\ °\ 'w0. \ \ S,p T \ \ \\ 1 \ \ \ \ s \\\ RgNSa0 \ \ \ I I \ \ \ \ \ ` , 36g °f "RC//% \ �fq RTAnO"• / \ \ I \ > mag v v v J \ I \ \V A \\V�4M�/v v v \V A V Av DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH* I SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type INLET STATION SLOT LENGTH RIM* ELEVATION COMMENTS 8 24" YARD DRAIN CG-6 0.00 - 562.30 VDOT STD. IS-1 REQ'D 7 12 58.40 0.50% 557.67 557.38 PVC 6 24" YARD DRAIN CG-6 0.00 - 562.10 VDOT STD. IS-1 REQ'D 5 12 126.42 0.50% 557.28 556.65 PVC 4 24" YARD DRAIN CG-6 0.00 - 563.05 VDOT STD. IS-1 REQ'D 3 18 8.37 0.96% 556.55 556.47 PVC EX4 EX DI RAISE TOP CG-6 0.00 - 563.00 VDOT STD. IS-1 REQ'D 2C 18 80.62 0.68% 556.37 555.82 PVC 2B VDOT MH-1 CG-6 0.00 - 563.00 VDOT STD. IS-1 REQ'D 2A 24 85.71 0.50% 555.72 555.29 PVC 2 VDOT MH-1 CG-6 0.00 - 559.50 VDOT STD. IS-1 REQ'D 1C 24 218.88 0.50% 555.19 554.10 PVC 1B VDOT MHA CG-6 0.00 - 560.50 VDOT STD. IS-1 REQ'D 1AA 24 170.31 0.50% 554.00 553.15 PVC 1A VDOT MHA CG-6 0.00 - 558.55 VDOT STD. IS-1 REQ'D 1A-EX IVY 24 77.40 0.80% 553.05 552.43 PVC 10 24" YARD DRAIN CG-6 0.00 560.50 VDOT STD. IS-1 REQ'D 9 12 21.36 0.51% 557.49 557.38 PVC 14 24" YARD DRAIN CG-6 0.00 561.50 VDOT STD. IS-1 REQ'D 13 18 221.84 0.50% 558.30 557.18 PVC 12 24" YARD DRAIN CG-6 0.00 560.50 VDOT STD. IS-1 REQ'D 11 18 84.72 0.63% 557.18 556.65 PVC 16 24" YARD DRAIN RISER CG-6 0.00 559.67 VDOT STD. IS-1 REQ'D 15 18 147.41 0.50% 556.93 556.19 PVC 16B VDOT MHA CG-6 0.00 - 562.40 VDOT STD. IS-1 REQ'D 16A 18 53.69 0.50% 556.09 555.82 PVC 22 DI-3C CG-6 0.00 8 560.20 VDOT STD. IS-1 REQ'D 21 15 53.78 1.64% 554.75 553.87 PVC 20 DI-313 CG-6 0.00 8 560.33 VDOT STD. IS-1 REQ'D 19 24 17.79 1.91% 556.37 556.03 RCPIII ,j,TH OF y O lei SCOTT R. LLINS�Z U Lic. No. 035791 12/15/20 o��SS10NAL ��G1 z z 0 0 m m M En Ln z z 0 .H N a cnQ�zz ZU)00 W o z 0 0 O �■■� (n J a J a W k ~ W Ln in ED a L> a J 0 00 a 0 0 cli Ln N 'H - A \ V Afkt� V A A V / V vv vvv- -v \ D '. vv v A \ \ vv v--/\ _ / L9 � 1 \ CC \ \ iDP� 82 i \ R \ \ \ \ \ \ \ - / V_ 1 P V CC v v V A A I V=576 \ v V A\ V A \ v V v v v v v / ti 0-24 A V A V A- v v / UIVERS TV I.M.I.OF W RGINIAFOUNDATION usE�JQinL'E'l ff�E Vv-'----- N 0000, GO 00000 r co RS ( y v r \ 000 1EX B6-.. .C. lA5TI415PACESUJ NOT \ \ \\ \ \ \ \ \ \ 1 1 _ \ \ \ ENTRANCE- \ \ I I I I I \ \ \ \\ PROPOSED BO SF ENTRANCE 562 b5 \ \ ` \ \ \ , \ 562 42 I I STORY / 3 `-" STUCCO \ _ - ervireArvcE � SPACE (s.z5° 5F ,I. \ \' CSA, \ \ I \ \ \ \ _ \ \ \\ \ \ - / / ■ ■ ■ Q / I I I \ I I \ \ \ \ , \ \ \ \ ; \ ' OFMANUFACTURING/ I F _ Oa &, Bu ELI 1 E%15TING ❑ I)EGR qN \ \ \ \ / V PROCESSING/ d �EDIGLOFFICE A55EMBLYI& F _ 'STING FABRICATION LL I BALLHf SCHOOL -� t; WALL \ N55EN1R ENigR\AN�E I CON0. \\ \ \ \ /NC \ \ \ - \ \ \� \ J \ \\_\ \ \ \ ' / / / / / \ _ _LU 1 \ I I \ \ 562.43 (y4655F) (6, o5F] _ 660-06 I�-` IdFmLv - v \ <c I Ns // J \ A\ V Avv`v H ` I EX B4 56o DT1- \ / \ \ \ \ \ ` •. 1 ORY F lixt PLANTER S>° P g2> \ \ \ \ \ y \ \ \ \ \ / j ' / \ \ \ CK I r.L T. - / EN1Rr;: .. '>g °p RA GE \ \ \ \ \ \ \ \ \ \ / / // / / / _ _ \ A \ yfff ` o (26.!!!60 sF) 1 s sI 1 ;NT6ANOE �FI A A A V A v A V A ETAL_ - _ / / - _ / /' 1 v v E roeu�c 1 _ -� TORN FRAME V v _ / / / / V A A A \ V A� V A I PROPO Di,•BOSF I I 5 I BLDG. \ V A A V A A V A V A // _MERCI OFFICEIRETAIL 96'E:'l I ^ _ \ \ \ _ / / ' w V A A EN �'�� B ICK V BLDG. T.M.P 60 XS \ \ \ 1 N If Pre�c (12 \\-/ \.\I- / / ROSSER ASSOCIATES \ I \ \ \ i \ \ \ / D.B. 6IG 306 PLAT \ 1 \ \ I 1 Ext�1NG O ZONI IG: (HC) HIGHWAY COMMERCIAL\ FNTRANCEOEMC PACE IN 1 \ \ /l / / / r!•t - IUSE : COMMERCIAL FFICE \ A S \ ENTRANCE I� S6D.03 gi SF = 111ICE pA \ \ �v' / I / - - \ \ I 1 E IST SAN \ \ N 562.40 1.1 F \ \ \ \ \ M'A SEWER \ V A 1 Y e ;I T.M. 26B EX B10 - - T D °' A \ V V �, / / ) \ I 1 \ \ \ \ \ \ 1 PROP E°SORE SF PROPOSE°a.5005 EX B2 L T B I 1 \ \ \ \\ \ / / / / / / Z`lUi\✓J / , , , / I \ \ i CUM RCIAL RETAIL RESTAURAM ENTRANCE 11 -E LIGHT \ \ A V 11 4.60 GRES �� \ \ \ V � L / / / sfizs `\ TER a° :HMsBLt�c \ \ fl 00 I PARED \ 1 \ \ \ Q _6 - / / / I � \ 8 I 1B � I \Ill U / I I -- / \ / / ) / O \ \\ \ y \ , T _--_.c=_ - - -- J.�-D pG._A' _ \ \ / " \, CCN,,E,E \ \ \ \ \ GAS vS E I b _ / / / / Q / \ 1 T o _ --.- ._ `- _ - - - NG. C1 COMME CIAL '; DU PAD fl-- \ / - / / / / / / / 1 y 'F"°` N v Jill - = - - - _ - 2- -A, a � \ - s WALL (f - - - --FOTFAERLY a / / N I � 1f"7 _ III1I�_` ° <coUur TowAROTu�ovPRAurwl- / / / / h / / e' - r:. - STATE - \ / / ti 1 \ -("_ wI L w A _ a.r - \ < OOIE 75a / \ \ \ w w _ ,- ILL' t PA\ED � \ BC l S95\ \ \ /\ �\ \/ \/\ / / / / / d 051GN >IG1 WATER• tune - N69WN00'W METER _ / V , snm _ ,//� / / / 8 / / IRON :: atAn W 19-/70- L=367.34 - \ \wj - ' l - - - - - - - - \ \ \ \ \ / I /-� -Y P-/ ' / \\ h / / -ND ROIL T.N-/1 600 03 y�TR I C �� 9 W �� _ _ - O 1 \ v / I / \ \ / -- - -- -- --' - -- - \-- 1 \ \ \ fj'N" _ EON PLAT IN O.B. 298-432 ` // \\\ \ Ul / /'\\ // /T�y'//// /,/ / // ;.. 4 d ATER LNE a< ---- _NN As ---- -_J (D.B. 156p-435) / LLI TO P A F D - / \ \ ` - _ / - - / _ - _ - - _ - - _ _ - 6- ��p J wvlH� 56a..ze �� 2� NATION = SSS23 /I ---- / / \------- -----CO CC _GA ��oEsa+P1n - I _ LU GO CC \\ _- \ \\ /\ C' \ \ \ \ \ LL CG // C) \ // // / / // l / //---- N \ \- /� / // / / J CG CO/ CO \ // CG - / 0- Q z I� LL LU 0 L U //••�� LL LU LU Q z 0 U 0 0 F1 rl w J N JOB NO. 192171 SCALE 1"=60' SHEET NO. 9 '®--_-_-_- Design Storm Year = 10 Design Year: 10 Project: Ivy Road Job #: 192171 Prepared by: KKW TH 0FG SCOTT R. LLINS�Z U Lic. No. 0357911 12/15/20 o��SSIONAL z Z z O O o m Co � � m En Ln v Z N M a z z Z � Z ZuVi p p O w OO p O J J J to to 00 00 m Co o! W J J ceZ Z Z Z ti ti u- O O O Q 0000 O �y 00N L9r L.L ti M co O N M J z O LL- N 1 W Q ~ LU LIJ gutter longitudinal slope of 0.001 should be used in a sump condition J G J > O z - 0 ��Uj J 0 L = U Q J U Y Q LU F LIJ U,�/ a * gutter longitudinal slope of 0.001 should be used in a sump condition W L J Z V G Q Z Uj Uj O C U J O J Q O O O I --I N T� w U !�F V ~ (V w O w a 07 JOB NO. 192171 SCALE 1"=60' SHEET NO. 9A f65 CN i LU ff39 i INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coef INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coeff15 icient, n is 0.01 STRUCTURE DRAINAGE D (IN) FLOW TYPE INLET TYPE AREA (FTC) PERIMETER (FT) A (ACRES) C I (IlV/HR) Q (CFS 14 24" YARD DRAIN 3.17 6.42 3.00 0.45 4.00 5.40 4.0 ORIFICE FLOW 14 24" YARD DRAIN 3.17 6.42 3.00 0.45 6.50 8.78 4.0 ORIFICE FLOW 12 24" YARD DRAIN 3.17 6.42 0.52 0.52 4.00 1.08 1.8 WEIRFLOW 12 24" YARD DRAIN 3.17 6.42 0.52 0.52 6.50 1.76 2.4 WEIRFLOW 10 24" YARD DRAIN 3.17 6.42 0.48 0.45 4.00 0.86 1.5 WEIRFLOW 10 24" YARD DRAIN 3.17 6.42 0.48 0.45 6.50 1.40 2.1 WEIRFLOW 8 24" YARD DRAIN 3.17 6.42 0.15 0.83 4.00 0.50 1.0 WEIRFLOW 8 24" YARD DRAIN 3.17 6.42 0.15 0.83 6.50 0.81 1.5 WEIRFLOW 6 24" YARD DRAIN 3.17 6.42 0.16 0.83 4.00 0.53 1.1 WEIRFLOW 6 24" YARD DRAIN 3.17 6.42 0.16 0.83 6.50 0.86 1.5 WEIR FLOW 4 24" YARD DRAIN 3.17 6.42 0.07 0.80 4.00 0.22 0.6 WIIR FLO W 4 24" YARD DRAIN 3.17 6.42 0.07 0.80 6.50 0.36 0.9 WEIR FLOW PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Rpe Hydrology Pipe O J � N E u E E N E O N c B � � � � p C O m o .Qm- LL v � v m v v t rn W U r O O = = J d Rpe run: 8-IX NY 8 6 0.15 0.83 0.125 0.125 5.00 6.67 0.83 0.83 557.67 557.38 58.4 0.01 0.0050 12 2.72 3.00 0.32 6 4 0.16 0.83 0.133 0.473 9.61 5.45 0.72 2.58 557.28 556.65 126.4 0.01 0.0050 12 2.72 3.94 0.53 4 IX4 0.07 0.80 0.056 2.150 19.95 3.97 0.22 8.69 556.55 556.47 8.4 0.01 0.0096 18 11.13 6.95 0.02 IX4 2B 0.00 0.30 0.000 2.150 19.97 3.97 0.00 8.69 556.37 555.82 80.6 0.01 0.0068 18 9.40 6.03 0.22 2B 2 0.00 0.30 0.000 3.891 20.20 3.95 0.00 15.37 555.72 555.29 85.7 0.01 0.0050 24 17.36 6.24 0.23 2 1 B 0.00 0.30 0.000 3.891 20.43 3.93 0.00 15.37 555.19 554.10 218.9 0.01 0.0050 24 17.29 6.21 0.59 1B 1A 0.00 0.30 0.000 4.210 21.01 3.87 0.00 16.30 554.00 553.15 170.3 0.01 0.0050 24 17.31 6.27 0.45 1A IX NY 2.14 0.76 1.626 7.464 21.47 3.83 6.23 28.60 553.05 552.43 77.4 0.01 0.0140 24 29.00 10.52 0.12 Rpe run: 10-6 10 6 0.48 0.45 0.216 0.216 9.50 5.47 1.18 1.18 557.49 557.38 21.4 0.01 0.0051 12 2.77 3.37 0.11 Rpe run: 14-4 14 12 3.00 0.45 1.350 1.350 19.00 4.07 5.49 7.69 558.30 557.18 221.8 0.01 0.0050 18 8.09 5.20 0.71 12 4 0.52 0.52 0.270 1.620 19.71 4.00 1.08 8.69 557.18 556.65 84.7 0.01 0.0063 18 9.00 5.80 0.24 Rpe run: 16-28 16 168 1.71 0.57 0.975 0.975 7.50 5.94 5.79 5.79 556.93 556.19 147.4 0.01 0.0050 18 8.06 4.95 0.50 166 26 2.19 0.35 0.767 1.741 19.10 4.06 3.11 7.07 556.09 555.82 53.7 0.01 0.0050 18 8.07 5.14 0.17 Rpe run: 22-1B 22 1 B 0.58 0.55 0.319 0.319 7.20 6.01 1.92 1.92 554.75 553.87 53.8 0.01 0.0164 15 8.95 5.76 0.16 Rpe run: 20-18 20 18 0.14 0.85 0.119 0.119 5.00 6.67 0.79 0.79 556.37 556.03 17.8 0.01 0.0191 24 31.27 3.99 0.07 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet HydrTo ology Curb and Gutter Inlet c m � 'V � d p o w 4 W � c � :? £ 'o � � o 0 C � � O O N O J O 10 � Z N p � O 91 a a > � ¢ U U O d cri F m ui C7 d 20 DE3B 8.0 0.14 0.85 0.119 0.48 0.00 0.48 0.0110 0.0200 2.0 0.0830 4.1500 4.96 0.89 3.5120 0.1463 0.1502 4.47 1.79 1.00 0.48 0.00 - INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coe Luminaire Legend & Schedule \ .Q 0.0 �0 7 R=2962.75 \ �� Type No. - Catalog NE Job. Name SiteLyter Series Direct Pole -Mounted Luminaire Vertical Lamp SiteLyter Series Direct Pole -Mounted Luminaire Vertical Lamp ANGLE REFLECTOR oar N% Aluminum Shade with Glass and Guard Options °a¢' • 1s0ViII(2M Feel In azm and part eptlononlo O~ ` APPLICATIONS Irtri,eira Gi • f5(grp Les, RmMreye Wikwrira, cnmmcva¢I Mal e, Tennis Tours, lum Lois TYPE III DISTRIBUTION blur+ sdanc F aIIOYB beflau¢ to Ire tl,nnaGl6tl • Pro Nirme Meadtlga r6 ananlra.nmamram,m,meme .par-: ea marmtlFfor III SCOTT R NS'Z CONSTRUCTION . Fprmed beaW,rear, elumlvn Kuana. • ErcwdedanoUmadoorlr¢ne. • TemPonaeiad.W pua lere. \ `\ • lined Jena door \ '0.0� 'o.0 LEAD '0.0 L=206.85 0 y OPTICS - - E t------------- NOTE: FIXTURES SHALL HAVE A Fla mtllp onar It 4 .O 'O O '0 0 'O O 'O 0 \\�D • Vereml IamP orermc�n. • Al lanpsabwe 2:Owmusi pa RJJ type Symbol Qty Label Arrangement LLF Description 7 SLV SINGLE 1.000 SLV # 40-3-PMA-DM-6-BRZ 13 CL SINGLE 1.000 C74SQX-15-27-G-L9-15-G-DQ-BZ -0 18 RA SINGLE 1.000 RA10-LED1227-BB-CG-2-LAS39-BB • LEDedimnablewLM1nardaa6nee Tindimmm O F•-•I mcand N LJ Lie, No. 035791,'I • IR'w m4' Iplorarme FDer mud and pore ev48ableodvNV2• "0 08�10�20 'w� Rn shed / •anadeloam o 31 n d �� • nav�abl�etnn, i a2 IroislN �S`SIONAL la anal coamg p i c �bm yI er sMae "s pe rod dorawan • Carnitladmv to,ousnr finish edions SMSWNA \\\ \\ ` - \\\\'��` ELECTRICAL NI�e Oal�de NYrl�ea 1erepJSleatlrtaink. Ip SmmsE MlwCeadMDLEsb REY O„eeM BWIOIL% Optional Aaeilable s �1 A 0 \ \ \ \ \° \��. \� > MOUNTINGrnores.near maaendir eNL a wa .Gl ions avatlblecMlaearnanMmstorwnl0ramna a®N ay 2 b`\ `o.D\ \o.a a .evE `o- o.o D.E O.o WARM WHITE LIGHT I'-"¢' ° T . kAMp.ND W.ITLPNVERS:IDXa Un�6lee bU$al M�. ® « _ RAd It' 9' SANITARY \ ---v V Q � ✓ T nnlz Ir Iz-ln° SEWER \ - _ 1.0 footcandles aMM pw 350W +oow smv sav 4tlN 7sav SMT. �.0 +OA '0.0 To. \'O.0 O.1 0.1 0.1 ""- AD •are9auraamount r NwHOM 20 28' dtl air E"' PMA MA PNA 5O Has HAS 5 \•� \ \ \ \ O _ - �� .9'enn wiM1 drenlwrese mount. Fxfor 2.3 1.6 1.0 .]I SB Mllglar .88 1D2 1.22 182 .]1 1.39 2]5 \\ O Pe IWLI arfmurasrJbrfi' spuerepoearpoone Far/e Mlletlua1w 14bh 1E+mre Nrx[mR]M-p \2706 \\ `\\• ° \\ \ .An'rears arm adder ser square poles Spiienal, \ '0.0 \ o 0 ' o ������"""��- 'o.; +oa +o.; +0. p _ •z'Ianm aalWreM. ¢>aprerlopliong). 2 �' TR$GRSAiz' \ s� 0.5 footcandles WARRANTY/LISTINGS TYPE IV DISTRIBUTION \ \ \\ VC \SANITARY SEW L r ° •uL snip ltlwamrwellopMorN. L_r• wblanedore yearbmlld wallalty TEMP. \ •o �\ `o.o 'o.o 'L9NE ion 'oa '0.3 ONSTR. \\ \ \\ \O' 3 OIPIIJOIS vhism. mKn OraeF ift Wmple:8LW03PMMWO (D SM2706 \\\ o.o \\p.o o. D.3\ '0.2 ` 4_ :.a- =z.2 \3-1 +3.6 ' 1 0 0.4 'o. \ . 1 )\\\ \\ 'o.a\ +0.0 0.0 +0.2 \0.3 , o.6 +1.8 *5.0 �\ E '0.7 +0.8 \ \ o. \ao.0 0.2 '0 2 .5 +1. '(-5 4 ' .z ° \ _ El 00 � �N� \`\\\ ° BLSl-reLymi F>raNrel Len'p' 95.350'NR1 yN 32.320 _TTeIP PMuse5mAImttwsr 2 DMMYee (D ) W[ XVOWMA BLVIOIL% 10=4W IB1'9P I�rypeN 9'NG3 pmm.n 1[mp/L® E.In pe.earrenmGemn Aresn. reposer 0.In0Y pares, de, NO ass) ❑MLMm Poelw) Ones,Wwaryl O'..lewer A,el 0-]LNd:III MM01D.. QG INmM6mrnl ❑e a. 11 End rcm6®I ❑aDoH ❑MIS IIR'1 .."'no, l ❑IG®Sazk - ❑w ❑-f(ass,Oman, ❑ram Gex3sispoold n ❑�U " LAF.211.1 posy Iprea ❑ IFlsrel U.repslWIpanml ❑-00 IfimYdr$m one,s' ❑'. rGIm,e...'so el ❑YR4a'• riai1P1r2N 49 M I¢pmrsml 4 ❑-rawc Rnvlm umwrpvecnw p Lmlm�ulaNFIPJOKrmar6NM Ie 'I' ❑dvs ryln6mal 00L®19p'r lggrl9KKr9]gIr5511ry sep. I'Wrr'"l ❑us'.-pM g'assd rWcp'spd 01 A Road 131m1 ' 0 rM Iperes xemml ❑1511xMr10y 91laarmQlrpoNry s) press) 0NO It'xe, mppnl OLD A II9Y Fp IZpKK�Po W,I 2MM ❑ M IpMI ❑i6B ISWGisee ❑Lf91ar6'+•law' mIHKKr9]W �IlllYp 'Pairs". aL.' ISemIGI"a w,iq ❑LY1Mprm llgx,prtlKKr9]W �a1aN .p IGeMI ❑ 66 IPro Mel ❑ ITubM m IIiTneeIW llw serse, ° M ao�s: O as nlmel r 0 0 in (A ti CO CO U Z � Z O '' rV � ® ) an vry FOOFCANDLE LOFRELTON a=450 i31 5�T V 1 \ - -tic+ T� N1 _ 36=]SO181311 "N MWE n Pasern laden. meats IXe bead-eeawem '� V = Z \ _ ° -� 8120,2!7, Rx,eardlavbues I.,doen9ee F I. Trued mmwmw \ 'o.o 'D.o +D.a +oa �.y 4. .8\'9.3 -6.z 3.4 '.3 a.1 .4 5 '0.8 'o. 1 F gvin g / \ \ \ \ \ C `C• �_- ``` PS-250 Em UK8-Hge tie-. S.. mmnnn9 H.9M1. ,.mmmnmmrm Z {i Q O a .00 EI3) LAYF AND WRTTCOXVBRS*NS LLI U f - Rid \ TDCaan..Iran M' Lan, 320W 3R% IOOW 46%9 SM 40M 76M FfY:BXnbN XnMee bftFWM Q U '0.2 'o. \ `3b\z 7.5 '3.z 1. '2.3 '4.2 '6.1 7.7 9. 1 . `o. l- N IL 3 \ \\ I + + + - + r ."E+ + + �DU Yy xua0 �1 Naamlmwn 99 CM%laasmma. New lqM. 2G 95 90' 3 G] Pa PM MA WM H71 HIPS HI ■BB rysnsnel ■Ie wMEN ■. 1 06 Ilwmnveel O I.7 NM 1 �Ne m9 �ma IG�N �,m r;�am Furor 2.3 14 10 )+ .68 M41NIer lA 1.02 MA 1.d2 Here 130 a]6 Z p \ Q ________________ •rypE ablkmpnpnrm+nuaa'°roxwma.rremwua NOW oemq.eaemN Ia, vent nTmn � � c;.2 \ ' \ 6.4 ;.5 .z 2.8 3.6 5.5 6.z 8.7 2 .0 7 4 0. 0.7 F ° \\ - 2` ENFaELLiw nLu I,mex,. "rINL ,remp xen,.xn.ineml ss �S.e Srre,l re M•xnlml Q \ \\ �� Narerdall Read FO. Box 29 2345Vaunell Rop] P0,N%129 a. loerd Sml �re Halm 0. immm III � NJ L VnAn NJ 0I093 Vtlm, NJ %033 B OVD Ib.'rGnYl ■ rN: ymMlbbNCppe( ■LY reruM psnzel \� \ A /1 NO 3342212 D.a..-2212 S. C \\ �'l, \\D\2 0 4 2.4 '9. 8Y - .3\\ -3.6 .° '4.o '5.1 '6.5 8.3 '6.8 'S.z /4. 'z.e 10. Y) 'iNY \° \ ww....KKH¢e.nm waw..relir..ran H...n� na.mmo,.� I� LL LEO �✓' K \ \ / �q \\ EaceLlne is a Philips group brand Pmauclmo.. r,,dpPeleolloaenoevnnoulnoow E eUred I. Phili s rou bland Fmwaimamatio,i„en.mlo m.r .wnliaenotioa ,1.r 0.ss mNrnnn wos«• salve. des.. Insels- _ I^ : � SFM P a P PHILIPS P 8 P 9 PHILIPS nds"gpnsiwm�xpn m �,almamee.., ..n Ln Ln g.5 `l. * .6 '0 2 - .3 'S.o '6n .5 3.7 -4 `5 - "d' . 0.9 0. E/V `\\\` `\ Ivlc H/10 on ca on ca s \ / SLV --- ra'_ W a a �,2 '1.3 `a.5 33 3.2 0 \ z o.5 'o. 6 '4.2 '3.5 -3.z .5 -6.2 7.6 �.5 CEDAR \D `\\\�� \\ \ Q J �\ 1 \ \ \` \ / ♦ " ` \ rN CALIBER PLUS CALIBER PLUS 2E z_ LumlCube wa.L \ ` 'O.1 \ ` 1. -1.6 \ t3 '0. 0. \'0. •O. 'O.7 '1.2 '2 ° \ \ ARCHITECTURAL Li LL \ .7 11.5 \7 3 3 -4. -S.4 '6.z '8.6 '9�9 7. 4. 3. /0.7 �. \ \ \ \ \\ \\\ \ \ / \ 'i \ \ Available mid -summer 2020 *d.2 \ ' 0.8 'Oa *O.y -z_8 4.3 6.5 8.3 '6.7 /5.1 3. a3 r 2. 0. \\\\ `\ \\\ 1° \\ APPLICATION 'sari g Adearer. w.isp irg 6-H,..1 and-H. ses- deal lw a arse6m. Aa �^u+c,asax v. Gnleoosnwl \\\ \ rynr.mam:wear. LHD..ePP•a oral. wNIM1. H9M1lam.n«prime 6mPl'I. a,d ®®®®® 0.`.0.3 `0.4 0 `214 .J\ '2.3 z.0 'o. .4 'o.z 0.3 0.4 +DAB - .a 5.0 5.8 4 .5 4. 5. 4. 0.9 `0.6 \ \ \\ \* \ \ I \\\\ \\\ \ FFATURES AND BENEFITS 10-Ilpa-1419 eVO ss•e50pK" n-39° IS•11993-2a 9L 11.4'I/I \' \' _ - _ _ 4 59 7.6 9.7 14. 7 1. 0.8 \\I \ Artbiecmroln.mrd1pds CoemgldderAoocmawiAt powder wm 6ni,A. ]..ulawxeFeckbl, lank-yP/w.m A0°Iwa31I.L21ew s-SCOOK oA ' 1, '°.4 `0.7 .5 3.0 \4. \3.y 'z.6 'li .6 `0.8 `0.6 0.7 .z 3.1 _�.a_ �I 0 4 \ \\\ \\\ \ Movnenp option, imlwec ekoad wall. A••Aao11y caX. so°ry]s3-znoL aewl \ \ / "E g• leS mNd d be I' daaaiabb on lemedwall moummodaG pasG112A- U•Up OdF a•dfOCK N'•WaIIMouM G•IThp s(T a Se,ande 'kbkb aurremare dmxr plaAoma ollRD and P45(lY-l]A' 0-Dwm 0.1Y 9•PoCEI )5 •JSOOK lamvno,spllrx2) 1 p -- WMm ldndv. CIH Na r'*1R _ 1-NaM1 Fdi6r14nm QMaa .; +0.6 '4.z .p .o\ '4.a 4. o. 4: _ 1. 'z. '39 '6.2 '8S-. .8. `4. 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"y.9 3.g `°.; 'o. *0.0 \\ u•Asamd Glon ran: Io- (Paper Iolo,ewl pMnao-lovglmarl sA•san Abmear �\ a \�\ ' HERR ICAL DATA V°3°iu Micro 15° (141P1419L 114w) w f5 Its°Mealleeder, imm SLV \\ \\ \ ° ` PsI Glou lane 20 •Ipen- 0°WoENI Ol-per l%PIG\'Rinw \ In 1Hrb 2]]VAC, 50,60Hx lYrO5L 105VI) 9pnao-CNl M6-Mme51e,1 / +\ _ \ \\ • 0-IOV I%ineorl mdbMard M1au 11201rl dimmin L9 •CNarlanpnd >3-I2]51D]OLR38V/1 °i•Fonu \ 1 - _ /'sweep g H•Nwwy Comb Larva OV-Non PIW%Rn.v o. `°. '\ `o. .7 'a2.4 '8.9 y. 3 '1. "3. 'y.o '3.5 '3.z 3.3 '3.6 '4a '3.g 'z.o 'o. 'o.y '0.3 '0.4 'o. 'z.q '3. '4.il 3.4 'a .5 ° D.z o.o 0.0 \ �� �- <AI-BD.Aw�labk in 90CRI. Glom Mm calceslsm ran rae.l "E \\ II ° EIpeaed beemik se be 50, pa vie -ram,. mbar m \ \ ` � 000 Aoua w�lh]0%lumenma nwnmw wAm A•A<Mc NM an bwmrem bmdoemerand 35'C. 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