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SDP201800065 Plan - Approved Major Amendment 2019-08-26
ZNY �'q l T�0d� /9 ! } 0`t 0'' i ti oI 1 TMP 77-40C2 u y JACKRAE'RIT ARTNERS LLC. ,, It DB 3155-18 ZONE.- .LI It USE. DRY CLEANERS 3 lk � u I , ' T`f s pit ' � l i i t i� ,5 e � U 1� b e t0 , ti 4 t 4 4 e� ` t w , e a � 4 � � a b w , e a w t. 4 0 ' a w � bju '3Bx i-+ IN CHA.R;LOT VILLE 4`a TMP 5 -87,1 .BOLTO , INSTANCE '>e TRUST FIIRLE'.Y a P® WE 2 3-153 4 t , N 4 li � v Exist. Streat-- b Slelat. S`op— S1 n b 9 7�0 p I p I i we " MAIM 1 j , � t !j dr ! II o I ' , +i ! r 1 J , , i , r r t i ' LEGEND DB DEED BOOK PG PAGE FH FIRE HYDRANT WV WAT ER VAL V`E WM WATER METER FFE FINISHED FLOOR ELEVATION ' UFE UPPER FINISHED FLOOR ELEVATION BSL BUILDING SETBACK LINE a i PSL PARKING SETBACK LINE PP POWER POLE 0 SCC STORIti2WATER CONVEYANCE CHANNEL b0 WP WALL PACK e� --- ULD--- ULTIMATE LIMITS OF DISTURBANCE --- TP ---- TREE PROTECTION FENCING it --- FHOD--- FLOOD HAZARD OVERLAY DISTRICT i PRESERVED SLOPES PER GIS MANAGED SLOPES PER GIS s EXISTING TREES TO BE RENIOVED / s' VARIABLE WIDTH FOREST AMID OPEN SPACE EASEMENT ]PARCEL OVERVIEW -10 SCALE: I" = 40' IN ... ' , TAFP 77- 40 Ri H5 ram}' , T 33� �^1.u5.�v , �cvo DB 5033-635 \ �� ZA TP° LI SIGNTATURE PANES., APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING ' ENGINEER INSPECTIONS 'DEPARTMENT 0E FIRE RESCHE /���� VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY SERVICE ,AUTHORITY H0RITY Ed re - Land "Jse Table Description iPre-Development % Pont -Development o,✓o Buildmgs 0 0.0 %, 25,375 4.1°a Paired 28,300 5.0% 28,109 4.6% Pervious 594,228 9T0% 559,044 91.3% Total 612,52° 100.0% 1 612,528 100.0% TMP 77- 40N TR.BM COMMERCIAL RENTALS, .LLC DB 2893-653 DB 907-584, PLAT USE., apa ,� WAREHOUSE �' :S°STORAGE WAREHOUSE 1 Refer to Sheets C— 10 1 C-- 200 , ', C-201 C — 2 0 2 TMP 77-38R ` RI VA A WATER & SEWER l � — 2 AUTHORITY _ - DB 788- 277 Fig* R�taiSng Wall C mmtw toupofWd M" Ne*tom' New Steel ------- _---_----- e l:Kbt Fw TMP 77--40 MAPTUC LLC D..B. 3847, g. 33 ZONE, LI USE. DIBST WAREHOUSE t ' Tap=327.10' Inv. in=T3ia 9D Inv Out -31080 10 r4i �o a 46°06B t�2 �.0 3 64 62,0 P i9C^ys FFiM1A FOou�p9aCaa CURVE .SRC," laENC Ii► LRADITUS DELTA ANCIT ,6 MORD bEAMNO CHO RD L'.�'.�MT11' (7 58,94' 408°40' 8"16'07" 3 2r39'54- W 58,89, C2 123°79 49R°40' 17"21'14" S 09"28'05" W 122,22' C,i B.`� 441. 5° +� ,2 ' W;7°7'1''�S% BB fi 34e45'24" W 1414.7.5' RIV'ANNA WATER & SEWER AUTHORITY D.B. 3594, .fig. 880 'TA"ii tRa k - TT TMP 77- 38,B RIVA NA WATER & SEWER AUTHORITY DB 768-277 DB 516-135, PLAT ZONE. LI USE: VACANT 6 16-135, PLAT ' ZONE. ° LI E VACANT r / t TMP 77-40A RIV e NNA WATER & SEW) AUTHORITY DB 555-288 DB 831-554, PLAT ZONE. LI USE.- VACANT 60 t � � t nowV SDP 201800065 MAJOR SITE PLAN AMENDMENT FOR WOOLEN MILLS LIGHT INDUCTRIAL PARK TAX MAP 77, PARCEL 40B SCOTTSVILLE DISTF.ICT, ALBEMARLE COUNTY, V?RGINIA Purpose of This Amendment I . The purpose of this Amendment to SPD201600076 is to create Phase 1 and to revise buildings, roads, and Utilities. The lrlterseot on of Ford Road and Moores Creep Larne has not been revised. 2. The existing easements recorded in DB 4935-90 will have to be revised prior to approval of this amendment. 1), A Site Plan Amendment for Phase 2 Will be submitted after this amendment has been approved. 4, The only plans from SDP201600070 that are not amended by this amendment are SP8 and SPI S. These sheets are shown on C-401 and C-402 for reference purposes only. SITE DATA SITE PLAN NUMBER: SDP201600076 WPO PLAN NUMBER: WP0201600072 LEGAL REFERENCE: TM 77, PARCEL 40B RECORDED PLATS & DEEDS: DB 4796-325, DB 4673-132, DB 4790-637, DB 4935-90, DB 4797-416, DB 676-326 OWNERZAPPLICANT: ELEMENTAL ECOTECH, L'LC 809 BOLLING AVE, UNIT C CHARLOTTESVILLE, VA 22902 MAGISTERIAL DISTRICT-. SC'OTTSVILLE ZONING DISTRICT: LI — FLIGHT INDUSTRY, FLOOD HAZARi7, STEEP SLOPES (MANAGE AND PRESERVED) PROPOSED USE: USE OF EACH BUILDING SHALL BE BY —RIGHT LI PER SECTION 1 B°26,2 OF THE ALBEMARLE ZONING ORDINANCE. PARCEL AREA: 14.06 ACRES PARCEL ADDRESS: NOT ASSIGNED SOURCE OF BOUNDARY: PLAT RECORDED IN DB 4893, PG 4.01 SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY PERFORMED BY DRAPER ADEN, DATED FEBRUARY 20, 2015 OFFSITE TOPOGRAPHY FROM ALBEMARLE COUNTY GIS DATA. TOPOGRAPHY WAS VISUALLY VERIFIED BY TIMOTHY MILLER ON MARCH 20, 2018. FLOODPLAIN: PORTION OF PARCEL IS IN ZONE X AS SHOWN ON FEMA MAP NO. 51003CO289D, EFFECTIVE DATE FEBRUARY 4, 2005, AND MAP REVISION DATE FEBRUARY 6, 2017° 100—YEAR FLOOD ELEVATION IS 324,00, SWM VOLUME CONTROL: AREA OF DEVELOPMENT IS LESS THAN 1 % OF TOTAL DRAINAGE AREA. SWM WATER QUALITY: CONSERVED OPEN SPACE AND PURCHASE OF NUTRIENT CREDITS, PUBLIC WATER SUPPLY: THIS PARCEL IS NOT LOCATED WITHIN A PUBLIC WATER SUPPLY RESERVOIR WATERSHED. BUILDING SETBACK: FRONT MINIMUM: 10' FROM THE RIGHT—OF—WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT —OF —'WAY. FRONT MAXIMUM: NONE SIDE AND REAR MINIMUM: PRIMARY STRUCTURE SHALL BE CONSTRUCTED AND SEPARATED IN ACCORDANCE WITH THE CURRENT EDITION OF THE BUILDING CODE. SIDE AND REAR MAXIMUM: NONE IF THE ABUTTING LOT IS ZONED RESIDENTIAL, RURAL AREAS, OR THE MONTICELLO HISTORIC DISTRICT: (i) NO PORTION OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN 50 FEE FROM THE DISTRICT BOUNDARY; AND (ii) NO PORTION OF ANY OFF—STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30 FEET FROM THE DISTRICT BOUNDARY. BUILDING STEPBACK: FRONT: FOR EACH STORY THAT THAT BEGINS ABOVE 40' IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, THE MINIMUM STEPBACK SHALL BE 15'. SIDE AND REAR: NONE BUILDING HEIGHTS: FLOOR AREA RATIO: PARKING SETBACK - PARKING: REQUIRED: PROVIDED: MAXIMUM STRUCTURE HEIGHT: 65' THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY THAT BEGIN ABOVE FORTY (40) FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS, IN HEIGHT SHALL BE AS PROVIDED IN SECTION 4,20, TOTAL FLOOR, AREA: 50,750 SQ. FT, TOTAL PARCEL AREA: 612,527°65 SQ. FT. MAXIMUM FAR = 0.08 FRONT MINIMUM (OFF—STREET P ARKllNG AND LOADING SPACES): 10' FROM ANY PUBLIC STREET RIGHT—OF—WAY. ONE (1) SPACE PER EMPLOYEE ON THE LARGEST SHIFT PLUS ONE (1) SPACE PER FIVE HUNDRED (500) SQ. FT. OPEN TO THE PUBLIC FOR CUSTOMER PARKING BUT IN ALL CASES A MINIMUM OF TWO (2) CUSTOMER PARKING SPACES. PARKING REQUIREMENTS FOR EACH BUILDING WILL BE DETERMINED WHEN ZONING APPLICATION IS SUBMITTED FOR APPROVAL Building Total Floor Area(SF) Floor Area Opento Public(SF) Total Warehouse Floor Area (SF) No. of Emppoyees or, ;,argestShift Employee Parking Required Employee Parking Provided Customer Parking; Required Customer Parking Provided 1 15200 1000 14200 7 7 7 2 2 13400 1000 12400 7 7 7 2 2 3 4550 1000 3550 3 3 3 2 2 4 8600 1 1000 7600 5 5 5 2 2 5 9000 1000 8000 5 5 5 7 1 2 Totals 50750 5000 1 45750 1 27 27 1 27 10 1 10 Total Parking Spaces Required=37 Loading Spaces Required Total Parking Spaces Provided = 37 1 space for first 10,00 SF of ,ndustrial Floor area 1 space for each additional 20,000SF of Industrial Floor Area. 1 + (50,750-10,000)/20,000 = 3 I_o:1 ling Spaces Provided = 4 STEEP SLOPES NOTES MANAGED SLOPES 1, THE DEVELOPER IS PROPOSING TO DISTURB PORTIONS OF THE MANAGED SLOPES ON THE PROPERTY. FOR THESE LOCATIONS THE DVSTURBANCE iS BY -RIGHT AND THE DEVELOPER WILL .ADHERE TO THE DESIGN REQUIREMENTS OF 30.7.5. PRESERVED SLOPES `I. THERE ARE FOUR LOCATIONS WHERE THE DEVELOPER IS PROPOSING TO DISTURB PRESERVED SLOPES. THE DISTURBANCE IN EACH LOCATION IS BY -RIGHT PER 30°7°4.13.1.(C), WI -ITCH ALLOWS DISTURBANCE OF PRESERVED SLOPES FOR THE INSTALLATION OF PUBLIC FACILITIES, ALL FOUR CROSSINGS WILL BE COMPETED AS CLOSE AS PRACTICABLE TO PERPENDICULAR TO THE SLOPE, AND WILL BE CLEARED TO Ti IE MINNUM EXTENT POSSIBLE TO INSTALL THE UTILITY AS DIRECTED BY ORDINANCE. A. STORM STRUCTURES 23 &4.- INSTALL PUBLIC STORM SEWER ACROSS PRESERVED SLOPES LOCATED AT THE LOW POINT OF THE SITE, THERE IS NO OTHER VIABLE OPTION TO ROUTE THE RUN-OFF TO MOORES CREEK, WINCH IS WHERE THE RUN-OFF CURRENTLY FLOWS. B. STORM STRUCTURES S & BA: INSTALL PUBLIC STORM SEWER ACROSS PRESERVED SLOPES TO ROUTE THE RUN --OFF FROM ADJACENT PARCELS TO MOORES CREEK WHERE THE RUN-OFF CURRENTLY FLOWS. C. STORMWATER CONVEYANCE CHANNEL SCC-2: INSTALL PUBLIC STORM CHANNEL ACROSS PRESERVED SLOPES TO ROUTE RUNOFF FROM FRANKLIN STREET ALONG MOORES CREEK LANE THEN TO MOORES CREEK. THE RUNOFF CURRENT FLOWS ACROSS MOORES 'CREEK LAME, WHICH IS CREATES A HAZARDOUS CONDITION DURING HEAVY RAIN EVENTS. THIS INSTALLATION IS REQUIRED TO 'CORRECT THE CURRENT HAZARDOUS CONDITION. D. SANTARY SEVER A IB & C: INSTALL PUBLIC SANITARY SEWER ACROSS PRESERVED SLOPES THAT ARE LOCATED ALONG MOGRES CREEK LANE. THERE IS NO OTHER VIABLE OPTON TO GET THE PROPOSED PUBLIC SANITARY SEWER CONNECTION TO THE EXISTING SANITARY SEWER MANHOLE LOCATED ON THE OTHER SIDE OF MOORES CREEK LANE, SHEEN N E FOR SDP201 00065 C-100 ...,.... COVERSHEET C-101 ...... EXISTING CONDITIONS & DEMOLITION PLAN C-200 ... SITE PLAN C-201 ...... GRADING PLAN C-202 ...... UTILITY PLAN C-203 ... LANDSCAPE PLAN C-300 .... UTILITY PROFILES & DRAINAGE CALCULATIONS C-301 UTILITY DETAILS C-302 .. ROAD .PLAN & PROFILE, SITE DETAILS C-400 ...... EASEMENT PEAT C-401 ...... APPROVED MAINTENANCE OF TRAFFIC PLAN C-402 .... APPROVED SITE DISTANCE PROFILE C-403 .... . LIGHTING PLANT SBEET SEX FOR S P2016000'7 6 SP1 _ _ . -_ - (AMENDED) SP2 ..... - - S (AMENDED) SP3 11.11110 1 11 14 ki e (AMENDED) SP4 .... PST (AMENDED) SP5 ........ 1A7''g- CAS (AMENDED) SP6 ....... - -- i -- -= - =-- -- (AMENDED) SP7....... - (AMENDED) SPIN ..."'. SIGHT DISTANCE PROFILES SP9 ....... (AMENDED) SP10 ....... - - i (AMENDED) S]P1 I rES i(AMENDED) SP12. ... _ (AMENDED) SP13 . (AMENDED) SP14 ..... (AMENDED) SP15 .. , (AMENDED) SP16AGSS!AP:P;4iin (AMENDED) SP17 ... a��'i-Try .I ��n " � r"� " ` (AMENDED) SP18 ..... MAINTENANCE OF TRAFFIC PLAN ?1d o�6Ix0615 SITE s r� VICNT Y MAP �SCALE: 1" = 2000' co 4 Ip�D z I � crj � z �i W CD E_ P4 E z rn zF ita �,a dCQI1CQ u � I z H-� _ E-1 z 1 ill > E- E-, gg w SHEET NO. 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' -- -- - - - _. _ - _ -�--' ------ t, Stop \ \ , _ " - �'z$' �� L _ _ _ - ____ \�,"D 4 � 1+•`. J J f -- -_ -'yam / •"`+..,-�"^^'�+.. A s 1y Sign flat v - / � • - 17 --- _ _ _ _ _ _ -I�". U1� -'. "✓ a - --- ,�.,.._____.- �' _ ✓ / ``'\,,,,. ".,�,- 1 i / �ai1 \ % \ • - _ _ . �-- •*1 I _ - _ - , Pim=322.6� �-- __ �, \ \ \ \ \ \ \ L • SDC_ 2 - _ ,--- -`� R\I�S A� -'' Inv, ) n = 310 6 "X'STW C 30 .*, �' 11 �t `` � D \ / " \� ,\ \ \\ \ \ \ , \\ \ \ \ - - _ _ - tJL �- $ - - \ _ . 3Q CWa ( ,,- I-- u t 31 i . 26 IiE ?�IIV�T� Clay (R \ \W , /' ©q� ~_ uti�l - _ �' ~ter~f ' \ `". \ 11 _A _,_� ( Lo t, , I � :::i ;, i 4; __z =- ____ G , -- 1'�' / � � 41 — / II .O I �3 -- ),� v 3--- sue-•- d/ /, "`�^---... '"\ uq. I Benchmark •� I { \ l" �"~ '-----�.." \ J ,r , / %-.�-•. IJ �' x \, -•.. } 4 ii� Lam" a-., X &,101-MH-04 _E i= / !'I c� - ' I RR 'p� CHAR ! .INK \ _ J � r d Ion In=31.0 - \ � Y 0 / � � � \ / / .,���\,�_ G� / I _ -- 9 .�- - / Inv. I n = 1.6•-9'Cl •\ l , \ � V / _.. ` ..�,� , �-, e� / \ ; EIev,=332v4 FENCE - _ \ I , ut =310.8a' / r \ / -\--_ �, \ / I , i 0- \ � i L. 3a // / � \ 1� IV 10 � Fib FLOO[� I-IAZ,4RL� / �' \ �I -- L. �� 1 \ / i I 0 �u. a I \ / y° , �f OVERLAP DISTRICT .. J� ,O// \ 0 I_AI\IDS�APE PLAN LE Ed\1D; j \ �� � / d/ . \11.---EXISTING CANOPY AREA p�B" / // \ 9 / ' I / \ : � / \ T� BE PRESER\�ED / V/ �' \ \ AS -- ACER SACCHARUP I \ c��, Q ,N� I r , \ -' ' \ M 2 � � 0� ,� - i --s 240s481 SQ9 ET. 1 ~ \ 11 W = S z � // CP - QUERCUS PALUSTRIS j X, © I ' � �\ , I \ J. \ r 1 LANDSCAPE CALCULATIONS � z � / • I I ) � � g > � � I � � 1 9 � � � - / _ �� \ LT LiRI®DENDR(DN TULIPIB"ERA , \ \ ,/ ,r ...- v --,� � � j INDUSTRIAL SI u-E AREA = 14.06 Ac (612,454 SF) X / / I .- - i \ r- '--` __1IV - \ 40 TREE CANOPY REQUIRED: 612,4-;`a4 * 0.10 = 61,245 SF 91, � I 1i 1-1 ,' \ `� �'- -- "'�,� ....- --- \ � \ •� � � �-1 W M � \ TREE CANOPY PROVIDED: / \ r I i \ ,,, V _:� .._ _.- """ , \ \ \ \\ 10 / LANDSCAPE NOTES:. EXISTING TREE CANOPY "A" = 10,589 SF ./ 1l I � % � .e � � \ � "�/ ��, 1� � -�-_-' --.\ \�� ` \ � r � � - _ EXISTING TREE CANOPY "B" = 240,480 SF , ' ( R 1-1 ' 19, \ � _ - ! / -- --- ,w P---_..-•• l ----� . `\ \ �V \ r •/ 1. ALL EXISTING LANDSCAPING IS A MIX OF DECIDUOUS, EVERGREEN AND CONIFEROUS TOTAL EXISTING TREE CANOPY = 251,069 SF I I i► i , I � I .f• I, ,� _ �;� \ \ V � r 1# °� TREES, o , r I I � \ e \ \ \ - 1. . / ;T_4 �41 2° ALL LOCA71ONS OF MECHANICAL EQUIPMENT AND OTHER UTILITY HARDWARE ON SITE EXISTING CANOPY BONUS: 251,069 SF X 1.25 = 313,836 SF + I / r / -°' � �/ z MUST SE SCREENED FROM PUBLIC VIEWW, PROPOSED CANOPY = 2,291 SF / // rM � \ 0 /' � �'` / 11� _ _ -� _ `\ `\ \r \ \ $1 � � / O 3° REPLACEMENT MATERIAL SMALL COMPLY WITH THE APPROVED LANDSCAPE PLANS TOTAL TREE CANOPY = 316,127 SF > 61,245 SF OKC \ / - \' '- ,,- �' ,3 � \ � \ � � � � PROPOSED GRADING WITH SLOPES GREATER THAN 3:1 SHALL HAVE LOW MAINTENANCI % ,/ I I � ,-,r�� ./ � � \ \ \ � \ 0 / P4 UD GROUND COWER (NOT GRASS). SEE DETAIL 9/C-300 FOR EXISTtl�aG TREE CANOPY °S'. ' � � --��Y �" � � % / / r ,� �� \ \ '� ` ` � �` ` � .V � � z \ \ \ \ v-v�r 4° ALL AREAS THAT ARE PROTECTED WWITH TREE PROTECTION TO BE PRESERVED. I \ -- .i /V / �'��' \ ` \�,Ix \ � \ \ I � V � � � �I � i�� / 5. THE LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING PARKING LOT TREE REQUIREMENTS � \ ._- � � �--�`� ,V I-- ,�/ �`- � \ �\ e',` \ \`\ � P � _ � � �' P� I HE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. / 1 r, -- -_.. --' � "" � �q \ \ � � � 6° ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED 1N A HEALTHY CONDITION � . -- _ ____ _--- -r � � \ ` �� * � ' 1 TREE PER •I0 SPACES /I '-- - __ -_ � 1 �- .-- � _ - --- -* _ ." � � , � V �, ,,� e '�'� --� '-_-- -.§, �' %� � � ice, BY THE CURRENT OWNER CAR A PROPERTY OWNERS ASSOCIATION, AND REPLACED -- 0 � r- � � � � ,,- � / � � i WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE FINIAL SITE 37 SPACES PROVIDED / -- � - - - �- '�-�.• _. _ -- .'- \ ��� - � _ - ��. `�� ���� ��'�}� \ \ � _ �, -. � � � � PLAN APPRO' I=D LAID SCA�'E PLAN. TREES REQUIRED - 37 ,/ 1 D . � ,� / _ _ J �, — � D �J ���D ,'' -- �, r � `,--- � — � ' �, D� s TREES PROVIDED = O j ,_.._ \ \. 3i I `__ _ -r 7° EXISTING CANOPY AREA A CONSISTS OF 8 -12 CALIPER DECIDUOUS TREES AT 5--it ( . .- _ � ✓ � •-- � -01- _ ,.-• _ ����� 1 $I '3 � \ �.- � -____ � 0 � U � SPACING AND 30 -40 HEIGHT. S . / / -�' � -- _..- _Ie -� � __ -, 100-yr FEMA 'F loorjpi;iin r �" -. __-P '`- ,., -�- .-- �`�'----�� -9 � / � �, �' Z ;4 . �/ - - - - 8. SLOPES GREATER THAN 3:1 SHALL HAVE REDTOP PANICGRASS ' LANDSCAPING \�`ITI�II�I PARKING AREA I�IDU�TRIAL. � -. _ _- � � �\ -, ,, -* _ , ^�, �parhlcurn rdgida�iurn / I r LEGEND `� -- / * ``Ir _ ' I V $ r •• ! AND WILD HYDRANGEA (hydrangea ardorescens) PLANTED 6 ON CENTER. 17 / / /1' DE DEED BOOK e 10 � � ~ Level Spreader �� $ � � _--V_._- P PR®POSED PARKING AREA: 15,262 SF / / -V A � ~` - I, / �, / / / PG PAGE rf Eiev =fl 312.,0 �,�` ,, � V, s� '---- �' �- a � * V Sea PLANTING AREA REQUIRED: 15,262 0.5 _ 763 SF , � / / FH FIRE HYDRANT 0 � \ L=175 �,�`` � � � ,; a, _ -\ � � � E PLANTING' ARE,, PROVIDED: 189+196+'135+330=847 SF > 763 SF O&� �' / ✓�' .�� � `� _ 6 � � i WV WATER VAL�rE �, 0� \ �, �' �d7 � -_.�,_ ""`-,� `�-_ � � / " urM WATER METER r '� ®. `-, . IV 11 O ? �-- ----- a '' rA ► Key Quantity Botanical name Common Name Planting Height Saae / CaL CCanopyI Total � I Canopy AS 2 Ace r saccharum - SugarNla;ple 11' 13/4" 195 390 2 Quercus palustris Pun Oak 1l' 1 3/4" 370 740 3 I_iriodendron tulipifera Tulip Poplar 12` 13/4" 387 1,161 Lan opy Grandy Total 2,2L4 S TR E E T TREES: / I' / a FFE FINISHED FLOOR ELEVATION V �`� �" e c'16 �' 0 TO iU1EET THE STREET TREE REQUIREMENT THE DEVELOPER IS PROPOSING ��� f / / UFE UPPER FINISHED FLOOR ELEVATION e \ IV � �� * $ l' 10 ; / * C TO PROVIDE TREES SAVED PAS SHOWN ON THIS PLAN, IN ADDITION TO � � � � BSL BUILDING SETBACK LINE +�%�{ 'RESERVED SLOPES PER GP \ / a0 ,� '` 01�0 .? � � V - PLANTING NEW STREET TREES WHERE POSSIBLE. , / /� l / PSL PARKING SETBACK LINE � �I � r \ y $ $ � � /0 , � ? � < __ � � � SHEEN' N'O. / / / PP POWER POLE v v v F T T IMANAGED SLOPES PEAR GIS ��. �`` � � 4* e , o�� ,• a, r V / I �. SCC STORM -WATER CONVEYANCE CHANNEL 4 \ �� �-- e V r IV "/� j ' I WP WALL PACK i * EXISTIN(f TREES �TO BE REMOVED � "Q -V � o O P O' �' O' EEO' V � —`-"— � r � V "� 41 1-- / ) r --- ULD--- ULTITMATE LIMITS OF DISTURBANCE $ \,IV P 0 � / ;� � P _, __U z V 3 V / / ' / r --- TP ---- TREE PROTECTION FENCING VARIABLE IVIDTH FOREST AN;) OPEN SPACE EASLP v 2qT � .7 V $ a V V ' � — ,-,,... _-- � f / - B FHOD--- FLOOD HAZARD OIjER� AY DISTRICT = r � .0 e � � V � e S(� : 1 =20 � �' � � � � �, LL41L:::L SHEET 6 of 13 i,.�� 66 ,&10 HA CL- q."16-u 11 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL I INITIAL BACKFILL BEDDING 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 POOR SOIL UNDER -CUT CONDITION( j UNSTABI_ INITIAL BACKFILL 13" �» MINA, 1 #68 STONE ILAR FILL AS M;?., ROVED BY ACSA STABLE SOiL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 2+4" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.TI-IE INITIAL BAC"KFILL SHALL BE PLACED AND CO10PACTEID iN S" LIt=T& 4e NO ORGANIC OR FROZEN MATERIAL OR .DEBRIS SHALL BE ALLOWED IN THE TRENCH, 5e BELL HOLES SHALL. BE (DUG OUT IN ALL 'CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA 2'- STREET SURFACE OR NON -PAVED AREA 1 °-0" MAX RUBBER COATED STEEL 3,-0„ MIN STEPS CASTIN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS 56" MAX MINIMUM ELEVATION( a DIFFERENCE ACROSS M.H. 5" 4'-0" 5` FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE • I VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE -IT-= 3/4 DIAMETER OF CONTRIBUTING .� -- = •' SEWER. TOR :, s • 12 " A FILLETED INVERT A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED, MIN. 6" BEDDING NOTE W1 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 7' COMPRESSION x 31e MALE PIPE COUPLING OR APPROVED EQUAL TYPE K - ;OFT COPPER i"h9'x9" TEE NOTE: NO SWEATED FI'MNGS DUAL SERVICE r-- I SINGLE SERVICE NOTE: °} SADDLES SHALL BE USED ON PVC PIPE, FOR USE Ohl A T TACFIED SINGLE FAMILY RESIDENTIAL SERVICES 04 DUAL RESIDEN MAL AND IRRIGATION SMVIM. 'A ^OSS1ON x 3/4° MALE PIPE arOUPUNG PROVED EQUAL I FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERMCE WHERE AN IRP,IGATIDN AMR IS N01 PR MDED. CAST IRON OJ i RMSNED GRADE + „ r 11 d3 ii� iG 7!1 7r p �I I 72"•-19 B iL411N1G MVER ssrx NLET Bc " 36" MINI. 0 fd ET} GOPPERSEUM 1/8 SEND COUPLING MEMR CORPORATION STOP^°, ^:} SRICK AS NECESSARY SAND OR DUST UNDER :'S's �;x ` ; :':s k ; ;;.;�..; , ,.�;�§?,„ 'A•' AIAA+1'tTcfi DRtVN PIPE, 92" BOX AND SETTER iER (2-INCH t?>a�y : e,, •ti • +, YrA,t LONG STONE POCKET, VD31T wNimum THICKNESS} �� � g��,9�'�r 4a' �°'a�''': , x? � rl SPEC, 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8p2 '1" METERS) NTS FIG, W-6A FOR ALL BENDS In s .- - 45° nax L PLUG lJ FOR TEE WIDEN; TRENC ACCOMMODAT ANCHOR IF REQUIRED. BEDDING AS REQUIRED --w.� E�uIRED ak° NGS SECTION 2-2 PIPE I DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, (FEE CU,Ya. CU,YD.SIZE 10F BEND L H I L i H T 90 2.:0 2,50 3.01 0,24 ; II 4' 6" �5 2,00 2.25 2.60 0.15 2.00 2.25 2,50 � 0,15 22 1 /2 1.50 2.00 2.52 0.10 11 1 /4 1.50 2.00 2.50 0.10 .I 90 3.6E I 3,16 3.21 0.48 8° 45 221/2 2,66 1.66 12,66 2.16 2.77 2.69 0.26 0.13 13.'I6 2.91 i 2e6Fi 0.,_ �2 11 'I/4 1,66 12.16 2.67 0.13 i 910 4,83 3.83 3.42 0.83 i 10" & 12°° 45 133 3e58 2.95 0.43 ( 3,83 14,00 2.83 0,52 22 1 /2 2.33 i 2.58 2.86 0.24 ` 11 1 /4 1.83 2,33 1 2.84 0.18 I. 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 ENJGINEFR SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE SIZE OF ALL, THRUST BLOCKS, CONCRETE ___THRUST BLOCKS NTS FIG. W-3 _ REMAINING BACKFILL SHALL NOT CONTAINI ROCK MATERIAL. 36"MIN LARGER THAN o" IN ANY DIMENSION 24"MI 8"MINI INTIAL BACKFILL* EMBEDMENT (6" LIFTS) ' THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE MECHANICAL TAMPER HAUNCHING NO. 68 STONE - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE ', O''EN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE, 2. FOR DUCTILE IRON( PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH N TS FIG, S-3 COVER LIFT NOTCH 12 3/8" WATE� CAST IRON LID 21i NOTES: (1) A 1-3/4" DIAMETER }-TOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL. .DIETER BOCCE (5/8"_'1" METERS) NITS FIG. W-7 WATER Vic• f��t��� �\ �\�'C ,��i \��""\``f�� l�Y'���r �.. v.\:;/\✓,,j, =f*/rj ; �\fir s ;�,, �. ,:,/J;!,,.. ca .. M.J, GATE VALVE - LINE I K, r 2500 P.S.I. CONCRETE THRUST BLOCK' 4 2'x i' BEARING AREA. DOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE, TYPICAL GATE `SALVE NTS FIG, W-5 SEWER SERVICE LATERAL CONNECTION DOTES; 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO iNIVERT 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 USNG A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% z (1/4" PER FOOT ) ��- 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 I MARKER I PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45'0' O" I IN LINE WYE--TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION WT,S. FIG. S-2 �E Cq >E �CIO © V) �W M n E W IC 11 �W OD :5 0. n E a ¢n ca E 0 < �LDW .x Q c� ' E �� ° E- . E E 1�� i 6 z l Ca r•• rn eiA CAS 0Otlu Mom'° � � Q 9 D- Ca TYPICAL MANHIOLE FRAME >I R N.T.S FIG S-LD NOTES: 1. DUMPSTER BETWEEN BUILDINGS 1 AND 2 IS THE ONLY DUMPSTER THAT IS REQUIRED TO HAVE WOOD FENCING. Picket shall face j away from storage - area and SWM-1 ( (( t 7 1x6 Wood oC?d Picket ) i f 1` `° i. it t 1• , ° , S {' i Ill i` }Y�� { , ;l �'•s0 ; �'J E i #�, ' � <�i , y �'• 4` .; l , 4x4 wood ' Y f post � 't, �`� ` t �,A iConcrete w footing / �, �` ,�"fr' a"{a"'✓A°'/, i"`, yy c"�,r^j1`%d .n'3'✓^. f, Jti`Ir��i J��.,•. ii"r r":'• fi r";�•��'h,`7 I0 dtllam'eter b I148" Max, `X 24" depth r WOOD FENCE DETAIL -301 SCALE: NTS NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- MLLE THREADS WHICH IS THE LOCAL STANDARD. a LENGTH OF BRANCH VARIES (270 °)I 2' TO 10' --- ---0. 18"-22" 7 CU. FT, VALVE BOAC #68 STONE i 42"MIN p'p ° 6" GATE ' `. VALVE �na � 6" ' TEE o I 2500 P.S.I. CONCRETE r • ''G' ° .e BASE AND THRUST o ;' '• rtl °; a�. ° ,11, BLOCK AGAINST UNDiSTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. MUTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2 MAINTAIN A 3 1/2' MINI, COVER FROM THE MAIN( TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE 'SHAD. 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 WHERE 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 FRAME & COVER /-'SEE FIG. S--I-D, E STREET SURFACE OR -NON-PAVED AREA SLOPED AREA 1,-0„ MAX CAST ------ RUBBER COATED STEEL STEPS c. CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS WITH "0" RING SEALS A OR APPROVED EQUAL 3'-0" MIN _ D. THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) 5" BACKFILLED IN 6" LAYERS AND - - COMPACTED BY VIAND T AIvIPERS OR 1 '° MIN © BACKFILLED WITH SELF -COMPACTING 15" MAX STONE. 5 15 j MINIMUM ELEVATION DIFFERENCE I 12"MINI 12"MIN ACROSS 1M.H. FROM INLET TO VARBE -----. OUTLET SHALL BE 0.20 FEET a• � � a A FILLETED INVERT FOR A SMOOTH TRANSITION( OF FLOW BETWEEN • INLET & OULET PIPE SHALL BE g D• a PROVIDED. 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO, 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDI PON°S, 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES, 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT, 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONFECTION NITS FiG. S•-I-C ANCHOR EXTENDS WTO SIDE OF DITCH i I 8 DITCH 6 MIN. ' LINE VARIES W. PIPE 25110 1:'S1 CONCRETE' s' ' 11 PLAN PLAN MA ;a -SPACING-- SPACNG SPACaN G °� • ar. z D.I. PIPE 777 ANCHOR. NO. 'I AT z FIRST JOINT ABOVE GRADE SPACING �.a° ' MANHOLE. 207 TO 35% NOT OVER 36'- 35% TO 50% NOT OVER 24' 50% OR GREATER NOT OVER IS' PROFILE T� TYPICAL ANCHOR DETAIL FOR SEWERS ON GRADES 20% AND GREATER Ni.T.S FIG. S-4 (2) 6" DIACONCRETE I'll LED POSTS W/ PLASTIC SOLLARD (YELLOW), 3'-0" HIGH, EMBED 3'-I0� MIN, 6' WOOD FENCE (SEE DETAIL 1/C-301)7 Finished Concrete Slab ° a a �1 tl y < < 3 4 4 G 44 4C7•cc 6 6x6 YVWF .. " ,fig a GI < I 4 1.01 4 Compacted VDOT 21 A �a {� O Depth = 4 inches CU I DUMPSTER PAD DETAIL --301 SCALE: NTS \A l A c� �^ Z i r1 0 P= BOO g Q0 1J �<C',a, E¢ M z z -i a4 �CQC0 Vd I E a z z UTILITY NOTES: 1 e REFER TO SHEET C-400 FOR EASEMENT PLAT, , 2. All POST INDICATOR VALVES WILL. BE PRIVATE. THE ACSA OWNERSHIP WILL END AT THE GATE VALVE SERVING THE FIRE LIME. 3. NO PERMANENT CONNECTION TO RWSA WATER SYSTEM WILL BE ALLOWED UNTIL NEW WATER MAINS ARE PRESSURE TESTED, CHLORINATED, FLUSHED AND HAVE WATER SAMPLES APPROVED, SEE RWSA GENERAL WATER AND SANITARY MOTES ON SHEET C-301. 2. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEUDULE A CORE OF A MANHOLE. 3. ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH FLEXIBLE RUBBER BOOT, ALL CORING METHODS, THE CORING CONTRACTOR AND ALL MATERIALS FOR CONSTRUCTION SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO THE MANHOLES, BYPASS PUMPING MAY BE REQUIRED AT THE SOLE DISCRETION OF RWSA STAFF. GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE (DISCRETION( OF RWSA STAFF, FOR A SMOOTH TRANSITION FLOW. 4. EXISTING RWSA MANHOLES SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACT'BON OF RWSA. 5. A FLOW ACCEPTANCE REQUEST WILL BE REQUIRED IF THE END VENDORS WILL PRODUCE GREATER THAN 40,000 GPD OF SEWAGE FLOWS. 6, ACTUAL SANITARY SEWER INiVEIRT ELEVATIONS TO BE DETERMINED IN THE FIELD AND AT RWSA'S SOLE (DISCRETION, GENERAL WATER & SANITARY SEWER NOTES FOR RIVANNA WATER & SEVER AUTHORITY (RWSA) Last Revised: April 2016 1. All materials and methods of construction shall damply with the latest version of the General Water and Sewer Design and Construction Standards Version 1.0, adopted in December 2015. except as modified below or modified in special notes. 2. RWSA shall approve all construction materials and methods of construction. A preconstruiction conference shall be held with RWSA prior to the start of any work. 3. The contractor shall be responsible for notifying Muss Utility (1-800-552-7001). 4. RWSA Engineer (Victoria Fort at 434-977-2970 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 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 roust be pressure -tested before a connection is made to the system,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 resi-Qnsi°c9e 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. 7, Erosion and sediment control facilities shall not be permitted in the RWSA easement without special written permission from RWSA. No grading shall be permitted in the RWSA easement unless permitted otherwise by RWSA in writing. 8. No blasting shall be permitted within 100 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 100 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. 9, The contractor shall observe minimum separation requirements for utility crossings. When a crossing is made under on 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 springline of the existing pipe, 10. New water main installations shall be pressure tested, chlorinated, flushed and have 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 11, All easements for new RWSA facilities shall be recorded prior to placing the new facilities into service. 12. No permanent structural facilities will be permitted in the RWSA easement. This includes building overhang* retaining walls, footers for any structure, drainage structures. etc. 13, Trees are not permitted in the RWSA easement. GENERAL WATER & SANITARY SEWER CONDITIONS ALBEMARILE COUNTY SERVICE AUTHORITY HORITY (ACSA) 1. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. The Contractor will be responsible for notifying the proper Service Authority officials at the start of the work. 2. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans, and where shown, are only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and structures as necessary, 3. All materiails and construction shall comply with the current edition of the General Walter & Sewer Construction Specifications, GS adopted by the Alberna:Irle County Service Authority. 4, Datum for all elevation: shown in National Geodetic, Survey, 5. The Controctor shaail be responsible for notifying Muss Utility (dial 811 or 1-800-552-71001). 6, All water and sewer pipes shall have a minimum of three and o half (3.5) feet of cover measured from the top of pipe over the centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc, 7e All waiter and sevw°er appurtenances are tc be located outside of rocdsicie ditches, S. Valves on dead-end lines shall be rodded to provide adequate restraint for the valve during c future extension of the line. .ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1, PRIOR TO COMMENCEMENT OF 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 (V.D,O.T,), THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT, WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V,D.O,T,, UNLESS OTHERWISE DOTED, 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. THE MAXIMUM ALLOWABLE SLOPE IS 3:1 (HORIZONTAL: VERTICAL) (SEE ACDSM S.A.2.) CD 5, WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 6e PAVED, RIP -RAP OR STAlBlL0ZAMON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY ENGINEER, OR THE DIRECTOR'S (DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. z 7. ALL TRAFFIC (CONTROL SIGNS SHALL CONFORM WiTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE DOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS ill. 9e ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). I log GENERAL CONSTRUCTION NOTES FOR STREETS General Construction Notes for Streets (This list is in addition to the General Construction Dotes) 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 Z (295-5832) 48 hours in advance of the start of construction. 2e 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 � sand submitted with the test results for opprovai, 0 I 3. Surface dres'ntage and pipe discharge must be retalned 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 wiratercourse. i 4. Guardrail locations are approxiriruate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guiardraiil maybe � 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 instclled four (4) feet offset from the edge E1 5. Where urban crass sections are installed, all residential driveway entrances shah conform to VDOT CG-9(A, 6 or C), E-1 I r-r 1 z 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 7. Compliance with the minimulm pavement width, shoulder width and ditch sections, as shown on the typical paivement section detail, shall be strictly adhered to. � C) , S. 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, them approvalZ of these plans shall be null and void. E 1 �D 1 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 Monual. r-' '10. Traffic control or other regulatory signs or bcrricades shall be installed by the developer when, in the opi,nicn of the County Engineer, or designee, they Tare deernsd -�u� �a E-1 necessary in order to provide safe and convenient access. w 1 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or cis determined by VDOT for public roads.�° � SIFIEET NO, 12, VDOT standard CD-1 or CD-2 cross -drains under to be installed under the subbase material at aBI cut and fill trainsitions and grade sag points as shown on the road profiles. C�301 13, A video camera inspection is required for all storm sewers sand culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT°s video camera Inspection procedure and with a VDOT or County inspector present, O CG-6 CG-2 105 502 .exra CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4GOO PSI IF PRECAST 3 COMBINATION CURB & GLITTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAD FOR AS RADIAL CNIBINA71ON CURS & GUTTER, 4 FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB 8i GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5 ALLOWABLE CRITERIA FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSIFICATION AND R TTHE ROAD DESIGN SMANUANL IN THE�SDECTION ON ITS URBAN STANDARDS. Ca I. D � • • A • A A D D D . A . A , A , Al , . A , , D A A A D D A D A A P a,'° c,' , a,' , D 1� �� _ _-----------7 6„ 1 2'-O.. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED ROAD AND BRIDGE STANDARDS REVISION DATE 11 SHEET I OF i 201.03 NOTES: 1. THIS ITEMi MAY BE PRECAST OR CAST IN PLACE 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS tALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COWINATiON CURB & GUTTER. 4. FOR USE WITH STABILREO GPEN-GRADED DRAINAGE LAYER THE BOTTOM OF THE CURB AND GUTTER S7&L BE CONSTRUCTED PARALLEL TO THE SLOPE OF SU96ASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5 ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL N THE SECTION ON URBAN GS STANDARDS 6 WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB,TIE TRANSITION iS TO BE MADE WITHIN 10'OR T �g.NGE IN STANDARDS CAN BE MADE AT REGULAR PENINGS. 7. WHEN COMBNATiON MOUNTABLE CURB AND GUTTER IS USED,ThiE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED NOTES, 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE, 2 +CONCRETE PSI IF p BE �C�LTASS A3 IF CAST IN PLACE, 3 CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB 4 THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 05" DEPTH) OR INCREASED AS MUCH AS 3"(21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO MJUST'MENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. S, CG-2 IS TO BE USED ON ROADWAYS IN THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. i I �2" RADIUS C { .a \D,' \ ;a � N � D , ° D�' SURFi iF1 , >a ' °.a Aa P'I a \•,°D> IDa'D•I �(°a ;A � + BASE - II/ ,AD ,'D a .,- :a- \ > . A Da . ° ACCEPTABLE ALTERNATIVE BE CURB IS EXTRUDED � l �2" R vii^wi/I °A \ pi°D, A �a D1 W Da >a as D.�°D°°A ' 4 ,a v p °°p °°p °a' A, D;°D�,D a 'A' Do°DD'D DA, e N ;�` . ,a °a 6' SURFACE BASE SUBBASE REFERENCE tl t'9E'i ll"{ 7'�e� 4. / 1 �a L� �� �• ROAD AND BRIDGE STANDARDS 105 ; REVISION DATE SHEET 1 OF I 502�] VIRGINIA DEPARTMENT OF TRANSPORTATION 20i 09 DI-1 )f SECTION CAST RON -- 1, - Ye SECTION STEEL 2'-7" '� LUGS TO CAST BE P-31/ „ L ZIIA" X 2P2' x SA" 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR r - a (T 1D'-4" NG LO PLANS FOR DEPTH GREATER THAN ID'USE STANDARD 01-9A 1:- '(T�' - - ��Tp{ N ~ L. .1 - :;, is , OPTIONAL CN _ - BRACE RiBS '3 9v ° 21_7„ 9f ,r CAST , IRON I LBS 1 JING JNt�L NG 1UGSCOR B 2. THE "r]" DIMEN'SION SHOWN ON THE ST��ARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF NE WELDED THE OUTFALL PIPE TO THE TOP OF THE OINT STRUCTURE, PLAN "H" DIMENSIONS ARE APPROXIMATE GAILY FOR ESTIMATING ELD ALL PURPOSES AND THE ACTUAL DIMaENSIONS ONNECTORS SHALL BEDETERMINED BY THE O COLLAR CDNTRAG70R FROM FIELD CONDITIONS. 3 WHEN SPECIFIED ON THE PLANS THE INVERT IB TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1, THE COST OF FURNISHING AND PLACING ALL MATERIALS INC iDEMTPI TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE 4'-2" S�" x 9j2" x 4"J I /z„ x 4„ STRUCTURE. PLAN LUGS 1„ STUD SHEAR "--I CONNECTORS 4, IN THE EVENT THE INVERT OF THE WRATE REMOVED) [--------I- -I OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A --H-%"WITH ' OF THE STRUCTURE SHALL BE SHAPED CEMENT MORTAR TO PREVENT N N - SECTIONa_� COLLAR DETAIL Ij " MIN RAISED UTTERING STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING TOO INLET SHAPIINNGM13 TO BE INCIDENTAL 21 IN THE BID PRICE FOR THE STRUCTURE DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS CAST IF= 9NLT% 5 STEPS ARE EA BE PROVIDED WHEN H IS STANDAARDGSRETATER. FOR DETAILS SEE DETAIL S 6 THIS ITEM MAY BE PRECAST OR CAST - DE A IN -PLACE. 4A9L HARDWARE CLOTH 2'-S"- 1'-a" i - i -.� SEE DETAIL i 7. #4 X S" SMOOTH DOWELS AT ALL RE C^C JA BE PLACED 1N ALL AREAS ADJACENT PLACED I 2'-7" l �� # DEPTH tJGGR #68, I76 OR #8 x 6" WIDTHIF r jjj��� p �� TTT��� TO ABUTTING CONCRETE TO PREVEFr SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED, g a �N N SEE STANDARD T-DI-3.4 FOR ai a _ r^ a a ��,:r N A„p? C. COLLAR 3" DIAMETER WEEP HOLE SEE NOTE 6 gF•�Iff11 ppI177 I I II, IFF•,,,1tt FFF111 r_ ALTERNATE DESIGN, B. 3" DIAMETER WEEP HOLE W�T,e i2"XI2" z _ `�" N PLASTIC HARDWARE CLOTH MEIN 1 OR &') - - i2"-16"-i8" OR 24" IT IT T1, �i ��¶p FFgg qF�I FI WIIRE D AMETTER U 03", NUMBER 4� MEMSH , , :a M p �� HARDWARE CLOTH ANCHORED flRkiLY NN NM D A � 70 THE OUTSIDE OF THE STRUCTURE. fl LEA D � �_LY � � ! D L PSIT.PRECAS 0 BE m D d � CLASS�A3 300O A � _ a LY ,.,,. LJ Y.I U CONCRETE IS TO BE 4000 PSI St.'GTIIIDiI� A'A 1/2" T, pll )H��-' `+'c- -�. 10 ANY ALTERNATE METHODS Of ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER SEE DETAILI8 CONCRETE QUANTITIES FOIE MIi+s. DEPTH It MAY BE SUBSTITUTED FOR THE CAST IRON 12" CONCRETE PIPE - 1440 CU. YD. COINCRETE 15" CONCRETE PPE - 1.528 CU, YD. CONCRETE 18" 00 CRETE PPE - 'L620 CU. YD CONCRETE 11/.te I I _ ff��'- '� APPROXIMATE WEIGtJT � �q CAST IRON GRATE 363 * i8 LSS LUGS AS SHOWN HEREON. 11 DUMP NO WASTE DRAMS TO WATERWAY LETTERING IS REQUIRED ALL 01M 24" GANCRETE PIPE - 1.817 CU. YD, CONCRETES ECT p�jN Q_QEQ'T IQ I�_D ET YARYEgYLMANAUFO&CTUREEPIVO MAY ADDITIONAL FOOT OF DEPTH GRATE DETAIL %Vl r COMBINATION 4"° CURB AND GUTTER �REF'E12ENTCEN ��''� STANDARD DROP INLET SPECIFICATION ROM AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET 1 4F 1 REVJSKIN DATE ' IO5 STIFFS 1 OF 1 REVISEDN DATE 1210 - 24" PIPE- MAXIMUM DEPTH (H) - 10' 233 20 i 04 I VIRGINIA DEPARTMENT OF TRANSPORTATION 502 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 CC ,I NOTE WHEN A PEDESTRIAN ACCESS ROUTE _ n CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2/ FOR x I A WIDTH OF 5 FEET 3 I A� xxSTREET APPROACH SAME SURFACING GENERAL MOTES (RADIUS TO BE AS o C AS MAINLINE ROADWAY (SEE NOTE 3) SHOWN ON PLANSI to A I r , WHEN USED IN CONJUNCTION WITH STANDARD CG-3 _ _ _ _ _ (RADIUS 70 @E AS OR CC-7, ?HE CURB FACE ON THIS STANDARD IS TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB -6 CONFIGURATION UL_ - - •-- /9 2 SEE STANDARD CG-12 FOR CURB RAMP DESIGN TO BE - _ - _ lSIDEWALK USED WITH THIS STANDARD S(SEEL- "Cr011 - - -NOTE 5)TIONAL UNPAVED SPACEOW 3 MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE - _---� LINE R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION — �- EhPAN510N REQUIRED FOR MIAINLINE PAVEMENT WHICH CAN BE EXPANSION OMITTED N THE ENTRANCE ) JOINT F_ v. I JOINT 4 RADIAL CURB OR COMBINATION CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOND THE P,!'N LINE NOTE WIDTH 'S 2-0' OR AS MAINLINE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES SHOWN ON TYPICAL SECTION A �� PLAN VIEW ENTRANCE MOTES 5 WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE POADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAM15 10 PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE EDGE OF PAVEMENT OR OPTIONAL FLOW LINE S X MAX D GRADE CHANGE ® _ _ D INCREASED TO 7" (SEE CG-13) 6 PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY _ _ - - - - - - - - - - -NOTE J) THE ENTRANCE 8%`� D _ 7 THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES GRADE CHANCE -- "0" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS 5 MIJ 20' M!INIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8 WHEN CG-11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CUPVE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A OF THE v00T ROAD DESIGN MANUAL, INCLUDING STOPPING SIGHIT DISTANCE AND K VALUE REQUIREMiENTS 9 OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A - PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE $ ACROSS THE INTEPSECTION _ — ALLOWABLE ENTRANCE GRADE CHANGES e. p p 1 � n o CLASS A3 r A (HES) 1 e •o - -� CONCRETE n6 o I SECTION C-C ENTRANCE VOLUME GRADE CHANGE - D" QESIRABLE MAXIMUM HIGH MtORE THAN 15( VPp O X 3 x MEDIUM 1 500-1500 VPD < 3 % 6 e LOW JLESS THAN 500 VPD _-6 % I 8 % NOTE ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATIDMI _ _ _ °a,VDC7T REFEPENGE METHOD OF TREATMENT MEN s '3 ROM AND BRIDGE STANDARDS 502 tCONNECTiON FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET I OF VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 20304 RAMS LENGTH OR 6 -0 LIMITS OF CO.13 CG- {WHICHEVER IS GREATER) A WzTH OF PERMISSIBLE COMST JOINT ENTRANCE 'P '%a WITH OF ENTRANCE PED f p 's P ' eL1C�CES`5 RO('➢TOE - - - - ;t ® ,LACCF"ai�A E I�W�1r *5 X B" BARS o 12" C-C SIDEWALK .i,raP LQq�k MN CONIC- COVER P/z" I 1r7+A17ED SPAC N-TRAupt (TNPAVEp SPACE i4" DEPiH) �'f , £XPAN"$ION JOINT vim. I PEDESTRIANS ACCESS ROUTE DETA3L SIDEWALK . I ADDITIONAL RIGHT-OF-WAY IS REQUIRED it THE LIMITS OF PEDESTRIAN 7" DEPTH \ a ,ACCESS ROUTE IN -EXTEND BEYOND EXISTING OR PROPOSED VOOT UNPAVED SPACE EXPANSON JOINT- 4 RIGHT -OF WAY OR SIOE'kALK-:s y19 d I 41 PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UIVOBS-oRUCTED, ¢p CG-12 DETECTABLE WARNING cW2') STABLE, FTRMI AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEM.'ENTS OF A FACILITY 7HA7 CAN BE APPROACHED, ENTERED AND Mpc•© FLOW a i USED BY PEOESTRW IF ACCESS ROUTE IS ADJACENT TO BACI: OF __MINIMUM WIDTH SHOULD BE o. GWTH UTTER LWITS OF GG•73 I EXPANSION JOINT I )K IF PEDESTRIAN ACCESS PO4' ® ARE BEING PROVi 11, A MINIMUM 4' TRAVERSABLE WIDTH IS RE'OI&RED WITH MAX 2Y CROSS SLOPE. NOTES MAIN ROADWAY PAY LIME I I PROPOSED 7" SIDEWALK to TO BE POURe'0 MONOLITHICALLY WITH ENTRANCE OR BY USING PERMISSIBLE CON57RUCTtON JOINT WITH PEOUIRED BARS HALF PLAN A � 2 PROPOSED 7" SIDEWALK TO BE CLASS A-3 CONCRETE RED ARS TO BE NO D I FACT OF CURB . CLASS A3 CONC •' ALONG BACK OF CUR8. WO-OEP-a15•I OF PIDAEYWYWALK CENTER O CENTER E %! NORMAL GUTTER CONCPETE COVER i� �- 4-ALL DETAILS AND DIMENSIONS NOT SHOWN ARE THE SAME AS e a° o a a a a, STANDARD CO a a s a o 0 0 00°0°0°0 o e o ° o 0 0 5.TWS DESIGN MAY ALSO BE APPLIED TO OTHER ENTRANCE STANDARDS e °o°ocoD o . °o°o o „6" AGGREGATE EASE .W5 THE NEED ARISES ° 5 TYPE S SIZE 29 p 6 WHEN USED P.7 CONJUNCTION WITH STANDARD CC-3 OR CC-7, THE F �I CURBFACEON THIS STANDARD IS. TO BE ADJUSTED TO MATCH THE MOUNTBLE C1UR8 CONFIGURATION 0N SECTION A -A 7.SEE STANDARD CC-72 FOR DETECTABLE WARNWG DETAILS . 5 x 8" EARS 0 12" C-C PERMISSIBLE CONSTRUCTION JOINT 1.PEF%MBLE CONSTRUCTION JOINT m 1 a/ ' MINIMiUM CONCRETE COVER A c n m o o a , v o v a a a a a a b" AGGREGATE BASE e°e°.°o° 6" A:GGRECA7E BASE o°o°0 8" AGGREGATE BASE TYPE I512E - B TYPE I SIZE 218 TYPE I S12E 21 E CG-12 NOTE COMPONENTS OF CURB R41PS CONSIST OF THE FOLLOWING HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CC-2 OR Cr-3 IN LINEAR FEET) GENERAL NOTES' DETECTABLE WARNING SURFACE (AREA M SQUARE YARDS) 1 THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2 DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURS CUT RAMP DETECTABLE WARNING SUFACES PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 1 481 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL \. 3 SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS _v 4 IF RAMiP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF 8 M101 tv1AX PRECAST RAMP FLOOP PRECAST CONCRETE SHALL BE CLASS A-4 TYPE A REQUIRED BARS A T X " PLACED T^ 7 R 7 CENTER 5 EQU ED B a RE 0 0E NO 5 8 L CED ENE 0 CEN E ALONG BOTH SIDES OF THE RAMP FLOOR. MID -DEPTH OF RAMP FLOOR MINIMUM PERPENDICULAR CONCRETE COVER 1%2' 6 CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURE RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER 1 5' MIN y }MAX 7 CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED t� BY HE ENGINEER, THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 121 MAX -� AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT ,HEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE S BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FRE HYDRANTS, DROP INLETS. ETC ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTPUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS B RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT / 1� } 1dAX THE CURB OPENING IS PLACED WITHIN Tt1E LIMITS OF THE CROSSWALK AND sv _ THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12 1 M1AX PERPENDICULAR TO THE CURB 5 MIN *9� 9 TYPICAL CONCRETE SIDEWALK IS 4" THICK WHEN THE ENTRANCE RADICANNOT - - - ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC. PETER TO STAND MD CG-13, COMMERCIAL ENTRANCE (HEAVY A. MIN TRUCK TRAFFIC)FOR CONCRETE DEPTH ATE .2" HIGHER THAN EDGE OF PAVEMENT 10 WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT iK , SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11 WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4 r 4 LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK, WITHOUT GOING INTO THE TRAVELWAY THIS 4'x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN TRUNCATED DOME �nI 12 ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF -, t 6"-2 4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER 70 MATCH THE BACK OF CURB - (D a O O O O 0 O O 0 0 0 0 A - o a o 0 o c o 0 0 0 0 0 0 LANDING RAMP + (� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r o 0 0 0 0 0 0 0 0 0 0 0 o a o N ,' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _( )_ 0000aoa00000000 j,,. 50/.-6J5/ 01 BASE SEW- DIAMETER 0 0 0 O O O O O O O O O 0 9 O I I LOP DIAMETER' ^ DETECTABLE WARNINIG �1-��`-,-,- o �yl 1 VARIABLE FULL WIDTH OF RAMP FLOOR AT BACK DF CURB 0 9"-, a^ SEE NOTE 12 I BASE DIAMIETER PAY LIMITS DETECTABLE WARNiNG TRUNCATED iaOME DETECTAtBLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL \VDOT SP CIFIC NOON ROM AND BRIDGE STANDARDS CG-12 DETECTABLE WW'AIRNING SURFACE SHEET 1 OF 5 REVISION DATE (GENERAL NOTES) 105 p7/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 11 aO3 203 05 SECTION iS-i3 SECTION C-C SECTION D-D SPECIFICATION - -- XVDOTi' 'T��i �'�j �D %� PLANTING DETAIL. REFERENCE COMMERCIAL ENTRANCE ROAD AND BRIDGE STANDARDS � JL A'R.Y E JL L.C-9.�T JL JLl,TAJI DE A AIL 502 (HEAVY TRUCK TRAFFIC ANTICIPATED) REVISION DATE I SHEET I OF I -30 SCALE: NTS VIRGINIA DEPARTIIIIENT OF TRANSPORTATION 233.09 __L- 1. 2A 273/,'4" MiN - 28-Y4" MAX RAIL HEIGHT I 6'-3., 6'.S, 3,.11/2" -1'/2' 3-P/? 3'-If2' liiY9 ��"1iYi7Y%7i?�i�v�;v�A'7>'N' r"u' Yh% yAYAIT.l AYT•l l I " iz I II II II II II II II I i L IJ II J IJ IJ J GR-2 GR-2A (6'-3' POST SPACING) ,3'-1bZ' POST SPACING) MAX DYNAMIC DEFLECTION • 3 MAX DYNAMIC DEFLECTION - 2 NOTES: C, E � GUARDRAIL LOCATIONS SHOWN ON PLAINS APE APPRO)111ATE ONu AND CAN BE ADJUSTED DURNG CON"TRU'C;ION IF AND AS DIRECTED BY THE ENCINEER FOR DETAILS OF POST AND $LOCKOUT$ SEE SHEET NO SOi DS OPTIONAL NESTED R METHOD T OPTIONAL CR-2A METHOD CLINIC NESTED RAIL USING ADDITIONAL FOP DETAILS OF RAIL ELEMENT, RAIL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS 50101 AND 50102 x WHEN NESTED PAIL OR ADDITIONAL RAIL IS PLACED ON BACK OF POST RAIL ELEMENTS A°E FURN15HED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE b-3 BETWEEN 5 FEET AND 150 FEET ALL GUARDRAIL POSTS SHALL BE SET PLUMB POST SHAD NOT EE SET WITH A VARIATION OF MORE THAN /a" PER FOOT FROM VERTICAL W-SEAM, $LOCKOUTS, A14D POSTS SHALL BE SET AND ALIGNED WITHOUT ALTEPATION OP FORCE AS PEP SECTION 505 OF THE SPECIFICATIONS ALL GP-2 AND GP-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27},I' MIN - 263'a' MAX AS MEASURED PER STANDoPD GP -INS ALL W-BEAM RAILS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOP THE FINISHED ROADWAY THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAIL ON THE BACK OF THE POST FOP STANDARD GR-2A SHALL BE APPROVED 8Y THE ENGINEER PPIOP TO INSTALLATION FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH SHY LINE 15 FLARE RATE FLAPE RATE 7C 9' 301 151 'I 60 , 261 14 1 * 50 65 211 lit a. 4p 5 16 1 B 1 .t 30 4 13 1 7 1 .F Y SUGGESTED MAXIMUM FLARE RATE FOR SEMIRIGID BARRIER SYSTEMS XVDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ONFILEIN THE (C�E�NT'RALI�OFFICEE SPECIFICATION STD\�IDARD FLOCKED-G�>�T -L)EA I V7VAS1DRAIL REFERENCE ROAD Ave BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE (STRONG POST SYSTEM) 221 50104 05/14 VIRGINIA DEPARTMENT OF TRANSPOPTATION 505 R007 BALL 0— X-- 12 GAUGE GALVANIZED WIRE \---- 3-2"x2" HARDWOOD STAKES GALVANIZED VVIRE GUY i2 GAUGE ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MiN BELOW SURFACE STAKE SHALL BE DRIVEN A MIN 18' OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GPADE OR i-2" HIGHER IN SLOWLr DRAINING SOILS DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFiLL PLANTING FIT VVITH NATIVE SOIL INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER i" COMPOST LAYER .V' x 18' PERFORATED CORRUGATED PLASTIC PIPE, CAP FLUSH WiTH MULCH PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3000 psi Concrete with welded ware fabric Depth = 4 inches Finished Grade I- Compacted VDOT 21 A Depth = 4 inches C0-,N BETE SIDEANTALK DETAIL -3iD SCALE: NTS Ina I U concsrete Tire Strap trap TIRE STOP DETAIL -30SCALE: NTS 0.5' - 10' nn n 8" VDOT #21-A Aggregate base material FORD ROAD '����� �� SECTION(1 0a-00 -> 1 1-i-50 NITS CL, ' a 2-_l 5 CL 2" SM 9.5A Compacted Subgrade 3" 9M-25.0A ,,{{++,5�' D—„� 18° 10' 8'11 2il ' 0. 5' I ["-- 'Lb, Ix SL5PE� 7_ CG-2 " 8- VDOT 21-A Aggregate base material FORD ROAD TYPICAL SECTION (I 1 +5 0 -> 1 /2+5 0 SCALE: NTS 2 SM 9.5A ted Subgrade 3" 13M-25.OA 7 p� ,�•� CL I +.1 � nn ^ u 1 6—� material J.,til)IjjUi,lcu ..a,Ul; av1uz C-30 SCALE: NTS \ .� \ \ \ \\ I.-, \ \ -••. \ \� --. / / i p ^, ., -`' ~i M / , b ' ti �p�" "� — — — ° �Vi�� \ ` -- `1"\ \ \ " `I \ / `7 i / a 4 A�eI ' \ Z275 ° CA D , j sleeve f cut -of \ \ `\ � \ �, \ \ �. �� /. III / \ D I c, 446 ,T Retaining w.11 E _ a (4n . prat .- Z \ \ \ 11 / / \ J tester Locadl g . f (� � ;' w/Safety Rant �-.,_ � �� � `� I A :Iy \ --- -- _ .- '" `- D \ \ Z'Mj \ '_ / (, '� �I Spa �?� ✓ �' ,�9 Minx Ftei a a �� -- I - - , > �- ' - \ � \ ( 1 �55 i i % .O ght 13 �. -E 36i �D 3&9---- \ ~ ` \ �` \ `' ..✓ I '• at�rr� I PI Station=12+71.10 �, A ca' �, \ \ � \ \ \ \ \ �-, `DORY 1_/ ca -.Pr �,�Nb 01 � I / I /Detla Angle=21 °10 31 .C( yip `_ a i " — -- A ` c� �9 .. -\ ` \ \ �. \ \ \ \ /�(�J \ �- -- / 1 Zd I I .adlaas=352.00 , a� °-� .' ���+- /� ►, s a~ I�' \ _` \ \ \ 1- ~� ".� ,E(000 ' —_ '."" , ,/ I yyy p ,/� ' c s-' L--Con . -e ew or C R —M --L,` '> \_� . �L_ A rw I. +a I ' \ \ \ .._.. (_a 1) --./ L_e'ngth=130.09 -'-.. 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'- T / .1 ,p �, 0 � �'- - '`-+ grn/ L7 ^_v -lr- __ "� ello - --- �. \ \ \ \ \\ \ \ \ \ 1� \ \ A/ �8 PVC ~- � 9n f-�ntRij� y pT� fA n — — =4:� .- / / O �Y- \ �AteW �„ New -'©o � -_ `' \ \ \ tox Ne gtat i s V�aft ,q \., \,\\ A - a .1. - ri I.-" -' I—, / / ' 10' - - - �A -•,..; (> \ \ ` _-` � 6 �Q ----- r s sates+ -- i' / e ' / r 1 - 6 - A - _.-. ��\ \ \, Pi Sfiation=10+55'T.9Ca 3 `� \ \ NIX) 0t # _, / s 10'x 8' / .-/ - �' . �&� _T_ — — NI) I., 1 21 � ,,� \ Delta Angle=25'04 / 0 �-"" b. -- --� ,__-- � , A �' \'. \ Radilas=112.00' .,- -- _ -sa_ _..� '"�...- - !' ..-..r- - - .^--12'x35' -_ \ Length=49,00De �' A 7 \ `."-- -- ! ,�,--•+,t-,? r - f- - --�-- A - 0- , A. A, cs� \ U \ e� �= CQncrete Sidewalk > .. • > Leading -. \ ,�fangerrt;�.90' .oj._.�- t`�� > \1 c'< -- - - 5 _, t -' '>'-- r -'� W '' U '`` k ---- Sp-Gce . _ � - \ \ ��p ,•- . �� �•- ` 3�2 A i "f .- � ,- 26.0' i ' � r iiV) , - -_ -- \ `\ �e o1k, `� ` - - _ '� -13�8 '� bi / - - - - _ I . 3N 3 i1 --• - od �nce) R1G`�,, 7'-.' N \ p,'te �{ \ .-- '� 010 �'� - MILD .< -' � I D d d - f , . 'ONTO FRANKL.I \ & �4-'' (�00� G'� \ � - - �' �"„\ / t � 'I \ ).'' '"����� � � i 12 a(35 I \ STIREET l -. a��, e+� Detain. g Batt "� .- "� ._-'• � _ - ',� -., \ \ e. � ,-- -- -' - . rCaadin an \ A r a I wlsafety Watt "' _ „ _ �; Se' . -y - _ _ —. — — — — — — — CIX Height-.3 oi , c-� -_ ^ - STOR �a I CO ( i o ' - , , Lam p`- . •' U1Jly , ` y �, '' �� ` ` � � e 7,600 j� SF _ _` i i // e�J+y�RpetClt�lditg ,.aY „� _.__ __.. _ .�. _. — 1 s"' 'l .� --' ., s I� I f' Y/ a�LIL! 1 > \ \, is �� � ' --' ..- - --- """ 349. , _ 1 _01 Y to top Of wall rr, ® a )' . _. -- - het Sign , a — � / / -- ...•- -.- - - "` _ - {� �`- " r _uT'f .-- _r- Y AR �-- -- nS \. avv- �- �. �_.� _ END -STREET ` `- — � � �� / _ -- _ ..- -' .- ~ - -�" _ — -- -- __ — -- — - — -- _ -- \ © 1^ •� --+... �`3 ^�.� ' Monument a4 y ��irt n t sign 1- �y •~� +�•' `y-. `' `J i.Y L* 'K e � —Y f ...••'• `� .-+' "'.r "".- �+ I'^ •~� I _ ' �- ^— ...+.' -~'� f • �� -� -.... "-- '_.` . I -� ~_ '+�'• .".•.. _ �'1'1 ,\ \ \�I` '\ % �I 'L.r �''-1 7 - 4, p � } �Y_.- ..._ i{ " �...- ,,,_- -•.`_ , �_ .�— -_+- ~- _' ./_ __ .'..•.r_ w+'• -...+• •.•�. , f�`I� fir,. .-+^ �-' "•'� �• � �.r.- ..,`. •-'� �- �r !- .r•- _t'_ '_-.•' ..—_ •.'_'� [ [��y ` 11 j`'/\�(\,`� ,7A f /^N' �� -... ^� �y 'N x� ,1y,,g�gp I�-"•,.. �.- �. �- --. J,L�Lyj,%).� qI op&�- -• ,-.,..,p z,r�.,. A,Y ._�. \ \ ln_ I .I. t jj yv erfa.F\ - V -1 : 11 . I' - —I __ __ ____1 , -bd�- — __ - I I I . , . - - N-"- - - - - __ - - R = -� Z-.z — — ___3 -L 1 - � - -� z — 1?0 _„`...LT,i 1 ` Std'�.e �� - -i�'C &.C„ - ° __`y_ "•�` •-..l.!'�..4J' 3-'D :. ..s^ `, 4, h .o, r h - ` - d �,f� Z,O ' Slgrr �q /�°9t7o p7� 1`�I i14i -'"J a��'c - - _ � -- �"_``. - ' � 9p IJ 1) - -_ J � 49•1, ^^.... --� _ Ly �r �I� �;T �9Af!��V ��I'iD ��¢��� � y J _ D p Yx D 3,}yy9 {y''�J 4.9 L..� ,_ .� _ -- Q !' � _ -Y t} - -'I V �gn D N �. • •. k I 6 • ' -+e'e Vim' U'L.•Y! ._ •'•'-'•+� �� Kr- JRaieo�° Stems ' 1C� 1 - `-___ ____ _ _ � "--- �p� girds �- �"_ 'NOTES: � c��� 200 20 4.0 80 `I. refer to C--402 for approved sight distance profile. � ���� SCALE: 1 "-20' 400 400 390 380 v 370 12" 8" DIA. 1 TyP r i � RE-SqjtV"1� - NIOTES: PAR ONG i I' -4 ��w .�I,_ . 1. ACCESS AISLE WDTH SMALL BE 5' FOR IB f~ a I I--� I0p HANDICAP SPACES AND S' FOR VAN 360 i 11_ S,e ACCESSIBLE SPACES, �a_1Dea 2, SEE SITE PLAN FOR LOCATION AND DIMENSION 6" �i CDr;NER RADIUS - OF HANDICAP SPACES. DIMENSIONS SHOMI 7-- IS 1.5 �TYP FIERE ARE MINIMUMS. ��I�aIT� 14'"R I 3. TIRE STOPS SHALL BE INSTALLED 2' FROM iWATd.I E 4°° i+YIDE t�NII IE FACE OF CURB IN EACH HANDICAP SPACE. 350 1� 00-WHIE I PAINTED LIMES 4• FOR ALL HANDICAP SPACES DESIGNATED ON SITE PLAN, THE VIRGINIA STANDARD "RESERVE CONCRETE TIRE STOW, PARKING" SIGN AND STANDARD "PENALTY, 4" WIDE WHITE PAINTED LINES NOT REQUIRED IF PAWNG TOW -AWAY ZONE" SIGN SMALL, BE INSTALLED. SPACED 2' ON CENTER SPACE. IS 15' LONG. 5. FOR ALL I-IANIDICAP SPACES DESIGNATED ON SITE PLANS AS 'VAN ,ACCESSIBLE, PROVIDE 340 "VAN ACCESSIBLE" SIGN Wl I�IINIMIUM "2" HIGH LETTERING MOUNTED UNDERNEATH RESERVED PARRYING SIGN. 6. SIGNS SMALL BE MOUNTED WTR-I THE BOTTOM OF THE SIGN NO (LESS THAN 5' AND NO 330 MORE THAN 7' ABOVE THE FINISHED GRADE. 7. THE REQUIRED ITEMS MAY BE CONTAINED ON & & I ONE DR MULTIPLE SIGNS. SUBMIT SHOP DRAVINGS FOR SIGNS. B. SIGNS SI-IAILL. COMPLY WITH THE LATEST n 4" WIDE WHITE n I.- _� S' SEE T _,,� PAINI TED LINES EDITION OF UFAS (UNIFORM FEDERAL � a ACCESSIBILITY STANDAR S 11 I � 1 i I _ a•.. KI e-• - = C� r8 Q. � Q C:) CV �? n7 Cx7 t`.1 r' C\d prj c.� vj -4" r,.7 MCi Q CG •- G9 "5 GGa LC? q Lt'i p C"i CS G7 � CM vT 9`P"S DFJ j �1 r1l = '."Vl h- r'r? III V-) r ') Q M ;41- I�� a� ads I� il II II II II II ii II II 1 II H II II II II 11 IiI - III 11 II P� '� � _ 1 Ir4imo- 1 � J P!- _ -- `� I"�_ M�1 i• S �C ,44 A-- Wl Qj .5 � xi Ltl E3:5 m C� c D C: U C� -C-" C 7 0- 0 0- 0- ti. CL 0 0- 0- b l ___ 5- M. In- 0- 0_ I a- CL CL, a- m LL CL. 0- Cl- Ll., 0- CL CL a- II' ,Sight sta�cc a8.4D " - IngI=-6 �� ce = g4 94 -Value = 952 r -Le - 'gtnritane = KVdae = 6.90 Vertixal Curve Length Sight IS a ,c�at = 100.00 e = -, ercd Curve Length = i00.00 V- g IS ance = t5i3 " ga— � -�e -rj, vVSa _17 It- aloe = .25 1 � _ ___...___...___..._ — Existing Grande -- - - I � 1 Finish 'Grade ��. I � � _ _ I �- I•> I T9 ¢ caa P � M�5 xzt9 C I 3*+ c'.Ia c` J O`il 11� P,i OL3 2F t ') 42 FQ = -I fX1 r Di3 I"`. Do OQ ��� �� - MIiD NOTE 1 MIIrI D )., VUSBC VIRGINIA �$�����;��P .��i�ESS�[E�E Y���I°�T'�ir �E'�'1�.][�.-a UNIFOR�rI STATEWIDE BUILDING CoDa�E�, AND 10+0'0 10+50 THE CODE OF b°IRGINIA SECTION-99.11, 4 FORD GOAD PLAN & PROFILE V SCALE: NTS C-30HORZ SCALE: 1 "=2D' VERT SCALE, 1"=10' 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 �� N l �', �� �kk I A� ©`" � Cr i> < I a �"`� --.% "k = �� Z ��\�� ��0 ��� SOD CQCQ �I \ 0 " 0 M M Cc cn 0 ig a-4 66 �+11 p� �I +� o� M 9 -, U i Da 1 a� z z 7 � CQ a �ya�{ i �CQ��a tJ �II� — = r4 ,-,o j z, I� 'mil v P 0 ��� �� I � 4 �I,1 �- °n W� I� I-4 z 0 A� •I IM 0,Li3 \ =�, < a q C1 1= it C I = � I� 0 390 cc I 9z I i I 1 C�J U U 380 0 � CQ 370 360 1 P4 z t- 1 ' ,-�b 350 P�� <4 cn Pr1 � � 340 z ( ' 9-•'- 1 F_.I L p� {Y t '1 19 „ - - YQ-, g`9�,.1 0 e-1 - __, I 330 E- E--I 0�,y �1 ffF+, F�1 SHEET NO, 0% AI"' 14+50 15+00 ( ,jL A C ", 3 U L6 ,2_� -04`_Ia- A ET 9 of 13 C5 ig, �0r i - co cc /J 1r Z — Z E- b y i 14 CQ r7q CC) JACARABBIT f PARTNERS '� / ' ACM?ABBIT Z 'oB 3155-16 \ 1` PARTNERS Lam; / � �1 ZONE: - DB �;5'S-1B 1 � � � � USE. DRY' CLEANERS a � � i ZONE: CLEANERSUSE DRY s , � � o� � � VARIABLE WIDTHINGRESS, EGRESS, zVARIABLE WIDTH INGRESS, EGRESS, EXISTING 6G� P1lBLlC i EASEMENT ACCESS EASEMENT XISTING 60PUBLIC--,,- ACCESS ENT UTILITY DB ?sj PG; 32Ea DB 4797-416 L DS 4797- i16 ACCESS EASEMEI� � i \ �X, RWSA WATER pP \ TMP 77-40N' \ ` �'\ �'' TMP r7-40N EASEMENT -�� TREM COMMERCIAL � f,,AA DB 4673 PG 132 TMP 77 M RENTALS, � � A _ � �'1It�' 77-�F��f ,\ TREM COMMERCIAL FdS, da�,C DB 2693—e63 \ 4� 1 - RENTALS, LC' DB 5 , LLC 5 PLAT .r�5, LL.C° DB ,289S-653 20 ACSA ZONE: 1/f,p� ZONE.\ DB 907--684, \ � DB 5038-635 DB 907-664, PEAT WATERLINE EASEMENT USE; 1DIST N ZONE., LI a USA: STDUSE \ �' a� USE,LASE-STORAGE , / EX. RWSA WATER r <' .� ''' DB 4935 PG 9fl WAREHOUSE r x° , f` EASEMENT ' HEREBY VACATED'. �� DB 1���� 4690-637 •� 20' PRIVATE STORM Z \ e \� SEWER EASEMENT DB 4935 PG 90 ` \ HEREBY VACATED t TMP 77- 38BRIVANNA WATER & SEWER WA EX. VARIABLE NA TER & AUTHORITYRIVANSEWER t % / WIDTH FOREST AND AUTHORITY , VARIABLE WIDTH a � o � �� �� � � BB 75�-,��� � FOREST' AND OPEN t 20 PRIVATE STORM , ee e e ri "��- .� \ . e .� f -�.„ �•�-,e BB 616-1,�5a PLAT ,' � � �... OPEN SPACE \ BB 768-277 SPACE EASEMENT SEWER EASEMENT e / / •--_..�� r , - Z01�'.t�. M �: � EASEMENT ` DB 616-13'5, PENT 1 DB 4935 PG 9fl ee DB 4935 PG 90 e .�' ,e.� �,,- USE: VACANT � � � � AREA =1.01 ACRES ZONE: LT 1 HEREBY VACATED o HEREBY VACATED e , ' , ,\ /' 1 DB 5198-5 TMP 77-4'0 �. e j' VARIABLE WIDTH I � , � 'gy�v1 j(} TM 77 USE.��1CAIV� / ,�.'r•ffi�+1'Y1 �'lii �LL,6/l S7 a .P.�� �/'� .�/ � �• ', � J laB� f /"►®B — e ,.• BB 47 6 325 1 � FOREST AND OPEN � / � �y, ELB�atE'�°AE ECO�°E•CB, t.� / SPACE EASEMENTS DB 47a 6 225 i �i '\ ` ` t __-� IUD �935 PG 9D q �� - - , f 14.0617 ACRES / 1 f ZD�TE:' e + '`+� f USE. VACANT > .•-~' LI ���-~�,+-.__-IIEOY VACATED r.-"" �1 ' �; USE. d�ACANT �'�\+` . ` IA`',' ..,20' ACSA SANITARY SEWER EASEMENT � � ' 35 PG 90 \ + p DB 49 _ .. _ DRAINAGE UEA EMENT _ HEREBY VACATED /� , _ o ` \ 10 ACSA WATERLINE �; •-----------d � 'a . ..� DB 5195-30 --- EASEMENT �+ ,f "ter �,,.°• �, New ACSA 20 � l DB 4935 PG 90 a �\ Sanitary Easement_t�-- t , HEREBY VACATED rNew ACSA 20' 1 � `\ �� � � � � � �•' '� � , � � � ; Water Easement TMP 77-SBB � EX. 20' PUBLIC DRAINAGE s A ,� RIVANNA WATER & SEWER ` 'a _ __ r -- -� °y TNP 77-SBB 20 ACSA SANITARY `� `'..-- tom,.° /` ,' �irT�roT \ , EASEMENT r _ - _�_ - =� i b \ `• SEWER EASEMENT _.� "-� DB 768-277 TMP 77'-40, � _ .. �.., � ,�° •____ ._.-- ,,' R�iV'ANNA ii'ATE#Z � \ �, � DB 5198-3G) � 1 � � �� � �Iti � t RIi�ANN.A WATER � SE'BY'.�R DB 4935 PG 90 / ..._..- .%` a DB 616-135, PLAT , �. bl _. � __ -- ', 'f , a4 DB 765-,277 d1i[P 77-40 VACATED ` , t �-- s ZONE, M .AUTHORITY � y. r"'� � � t � � „.�. _ --' � f � DB 616-1a36, PLAT RIVAN1�A WATER HEREBY ! � e / USE. VACANT' DB 565-23a , � �� .. Vim' ��� e. ��" _ --- -'�: � t ZONE, Ll ` AUTHORITY + '� '` -- •-•.'.-"' _ _ q t 4 11�' �1.-'� VACANT DB 565—.28 DB .351-55 . C _ USE. ZONE. L.I v" �� e .� " "— _ - --' --- �__..q 4 i B11 3:�1-654 USE: VACAfi ZONE. LI '� e `+, , ./ .�"" 10, USE: VAC 20 ACSA WATERLINE t ` �'+.+ ' '� WIDTH FOREST AND >< y- !/S` __- VARIABLE � EASEMENT'` / OPEN SPACE EASEMENTS \ nx ' DB 4935 PG 90 DB 4935 PG 90 a� 1 r-ir t ° A . ' � .- t ,,� f,, �. ,�, -, - a Flew ACSA 20 CHA>�'�LrOTTE'aSVIL�LE HEREBY VACATED e �'� • �. �-' HEREBY VACATED � � � � F `,-,. �, , �- "�, � � � . - T.�M'P 56-87.1 •' a ``\ APPROXIMATE LOCATION EXISTING CI%AR%t7TI°ESVLIaF ,° ����e. �,,.�� \ EX. 20 PUBLIC Sanitary Easement BOLTON, CO STANCE' � e_ ,,�°' ,� • / � � � T P 56-67.1 \� � �-.., .--y�~ � \ DRAINAGE EASEMENT APPROXIMATE LOCATION EXISTING TRUST SHIRLEY ''� ,� ,.�,` ,,`----__` VARIABLE WIDTH ACCESS EASEMENT BO.LTON, CONSTANCE � s 4 �.- , � ,.' � 2 DB 5198-30 VARIABLE WIDTH ACCESS EASEMENT BDLTD r ,. \� DB 331 549 TRUST & SHIRLEY , � � p. �n .�, �,� 'B 2013-163 �,.,, e e'' �°'' BOLaTON � � �� PC�����-' �` '� � °� � �`� �\ �. \ --- � DI3 331-549 ,..`'" �'•._`' _--_----_---__----- --_ - ___ _ - WB 09 - 6.EEC. V, RI E W D _ - ` 20' PRIVATE STORMI�e' �°� '�' FOREST AMID OPEN `* VARIABLE WIDTH FOREST ,�o ° / 1� •' -' SEWER EASEMENT + + + ACE ,f'` �. SPACE EASEI�lEN T DB 4935 PG 90 rs ,�,,. `,,,� � r ' 1;,•7-'-�' � `� °�/ .d � AREA = 0.24 ACRES ��� `-- -- — -- -' • ?� - _ HEREBY VACATED - � N —------- -- ~T^!���� ice' �� . ---- ��`�,, —✓ _ . - ^ 4 y ,.. / t '' \ • -Y Ilk 20' PUBLIC i DRAINAGE EASEMENTDB 5198-30 - PRIVATE VARIABLE WIDTH --~"�, �.,� �kISTIN�G VARIABLE WIDTFI _ ---- " �� �EISTING VARIABLE WIDTH PRIVATE - - "--' `1SIGHT DISTANCE EASEMENT FOREST AND OPEN � EXISTING 20SPACE EASE�r1ENTSEXISTING 30 H a DISTANCE EASEMENT ° EXISTING 20 9 OB 4935 PG 9G� PRIVATE ./� kA A. I Y SEWER f� E B 4935 PG 90 �EXISTING 30T. P' 7°7-40 IDB 4935 PG 90 ° T I �E'V�EIR � S N TAR � `�✓� � � _ � PRIVATE- .MAIRTUC LLC - ,�`S OR�e � E E EASEMENT � � TMP '77 40 6 �� �' � SANITARY SEWER HERESY VACATED,, ' EASEMENT EASEME s MARTUC' :� �° STORM SEWER EASEMENT AB. 3347, Pg. 332 � !v - r DID 342-197 D.B 3B47', P . S32 EASEMENT EASEM ✓ r ZONE. -` DB PG 90 V g ° -�DB 34'2--197 I A �.�SE: DIST WA.�,�'HOVI,SE .�` ° � � � � ✓� �{' � Zt���: �� DID �193� PG 9�} �° `�j Cam' Al% 1 '" ' USE DaST WAREHOUSE I EXISTING 30EXISTING 20' PRIVATE `' 3 , ,� ° EXISTING 30 `� EXISTING 20 PRIVATE ' ' SANITARY SEWER , MAINTENANCE ACCESS � � � �. �'� `� SANITARY SEWER / MAINTENANCE AGGRESS 1 EASEMENT EASEMENT � � � � �j/_ \/ ° — f ' DB 342-197 �� °' � `-, � �� ,•..� ' �' I EASEMENT `,,/' EASEMENT ,r � � ,� � 1,•,- / DB 4935 PG 90 � � � DB 342-197 � � � � � j r EXISTING VARIABLE DB 4935 PG 9fl ``t r ," -f °� EXISTINGD VARIABLE , WIDTH STORM ORM1 ./ , f FACILI I °�,` , WIDTH STORM l ,W� t t EASEMENT Zy ° 1FACaLITY-- / �3 • `tip 3 . : � L 1, 3, �_7 j �� s ✓ `J1 � ` ° b�" jA"4 1 - t V/ 0'r(, - � Y 'emu �y •—, n--i L'� r, I `W VARIABLE WIDTH ti. lam' a "�, ,C' �Q VARIABLE WIDTH h ORES a AND OPEN' ,�( , '`y��' ' _'"( y "� �' FOREST AND OPEN �SPAG;E EASEMENTS ° / DB 4935 PG 9G� j � � � � � � ,SPACE EASEMENTS ! t'" l� �. �( �' `� f ' � i DB 4935 PG 90 � % � V, 0 0 -� v - t, � .�f - 0 1�7 0 Q Qn "`.� ,,.,,j �"\,'�, {�j(y 0 ,.�j 00('(., !_�—//'�L`,','/, � �j P/���00 f�`y'`����,', 7 � H E-7 ' ��?o 00 p Co00 I y 0 1 "Vo zvdt\-i zv� V� oF -V� 0o 0 Co 0� 00 000 0x tz ,t b^ APPRCAMATE y� 0 10 VARIABLE WIDTH Q� r-�' APPROXIIVIAIL 0 0 FOREST AND OPEN LOCATION OF � 1 ��0VARIABLE WIDTH �� '� ' 0' FOREST AND OPEN LOCATION OF � �... �0'+,� �� 30 SAN SEWED ESMT� � SPACE EASEMENTS? S? i �^ 30 SAN SEWER ESMIIT, / DB 109i1 PG 343 SPACE EASEMENTS 4935 PG 90 a� ~ 1✓ -t�, t `�,�3 t 1 ` ' _' `TDB 4935 PG 90 �7 0 D'3 1 t�91 PG 34 0 0 Z t 000 � j}�'{EN 0�,/�jjJ "`{'`j.��{]7 � � ,j�'}''/•�{J _. _ ` �^�,..1�lJj�,�'/�i,J � � �� �'y)^'��p{�{t�' �� � Q r7j EONV _0 0 0 V -{ ` ~ 7 / 0� i t� ;- �' 00 ID - .�- 7 .0� Q,- V-11 ID - ` ~` i / G 2 ' DRAINAGE EASEMENT E-, EXISTING 0� � TMP 77-,21 DB 3594-664 � EXISTING 20 DRAINAGE EASEMENT RIVANNA WATER & SEI'it°E°R AUTHORITY a � ' a TAP 7'7'-21 - � �D�B 3;�94-Cam4 � � � �� D.B. 3694, Pg. 660 �% s Z,O.?�EB.' I.L � PsI�.��!�A %�AT.�'.F; �" SE°l�''1�4.t� A.�iOR+.T�' D.B. 3594, Pg. 660 � � "�° 0 �dSL': DVACANT A USE. ZONE., ` z a LEGEND DB DEED BOOK 9 PG PAGE d H J FI-I FIRE HYDRANT / °� WV WATER VALVE� E�� ol WVI WATER METER FFE FINISHED FLOOR ELEVATION f� UFE UPPER FINISHED FLOOR ELEVATION PRESERVED SLOPES PER GISa���,�, f�1G f a BSL BUILDING SETBACK LINE A of PSL PARKING SETBACK LINE. c� MANAGED SLOPES PER GIS �� PP POWER POLE P SCC STORAfi%JATER CONVEYANCE CHANNEL 7 + EXISTING TREES TO BE REMOVEDi C,�4 VO u t 1 CORDED EASEMENTS 50' 0 510' 100' 15()' NEW EASEMENT PLAT WP WALL PACK � 50' fl 16�' -40 SCALE, 1" = 50' ULD ULTIMATE LIMITS OF DISTURBANCE VARIABLE WIDTH FOREST AND OPEN SPACE EASEMENT 1 ! _�Q SCALE: 1„ = 50, , TP TREE PROTECTION FENCING SCE: I as=60' p " a �I 0 ���� �.���t�«<<<<TTTTTT py��Df 0 Z^I �i•x �Y V2 �� ¢�.nl piq 02 z Z I W20-7 '--- �D .ears D- 9 .Pc Z u5il 0 � ti �a2 ta£ r^+�SkF rti 3 =�21 amp , r— rUj FLAGMEN TO BE PRWUED AS FLAGGER,.� NEEDED TO ENSURE SiAFE SWRON rf � , f' J , t°` >� S>`iCRESS 'EG iESS -MW OW WTATL CONSTRUCTION VEHICLES 411 ,'^`/'/' � "�� '�it�3"'v-3i' %F�?iir�'Er �?S�"wti.-°a±A`s,3 ��•�`" ®� 9�� fr rr i rr 1\ i a M'wxi'� i 313f� E7�Ft6 r 9 !I Mj z ', ✓ r r J ! if dls \,� %f £Wigkifik �'Yid�' �Ga-lih'�iA�?T i?�A� '��YW w4w FLAGMEN TO BE PRODDED AS NEEDED TO ENSURE SAFE W20-1 9 GRESS/EGRESS FOR CONSTRUCTION VEHICLES GENERAL NOTES 1. TEMPORARY LANE MDM SHALL NOT BE LESS THAN 10 FEET. .2. BROADWAY STREET AND MILLS CREEK LANE TO REMAIN OPEN THROUGHOUT THE ENTIRETY OF THE PROJECT. . MEASURES SHALL BE TAKEN TO ENSURE ADEQUATE SIGHT DISTA1141DIES DURING CONSTRUC*n- O N OPERA-11ONS. 7RAFFIC CONTROL DEVICES, S9GNS, CONSTRUC710N E UiIPMENI, MATERIAL STORAGE OR ANY 04 DER OBSTACLE MLL NOT BE ALLOWED TO 'iNTERFERE WITH SIGHT DISTANCES AT ENTRANCES FOR THIS PROJECT. 49 EQUIPMENT AND/OR ATERXS SHALL NOT BE STrRED WITHIN THE ESTABLISHIED CLEAR ZONE OF Ell -HER LANES. ALL WORK SHALL BE ACCOMPUSHED IN ACCORDANCE WJTH THE 2011 01T10N, RE` iSION I - JA VARY 1, 2015 \4130NiA WORD AREA RRCTE'CTPC I MANUAL. 6. ALL. CONFUC71NG PAVEMENT MARKINGS AND RAISED SNOWPLOWABLE PAS EIME T MARKERS SMALL BE COVERED USING CONSTRUCTION PAVEMENT MARKING TYPE E 6. 7, CONTRACTOR TO W1A',;NTA1IN TRAFRe CONTROL IN PLACE DURING CONSTR CT'IION SUBJECT TO FINAL RE1,1uE AND ADJUSTMENT AS NECESSARY BY M L S, AL TEMPORARY TRAFRI C CONTROL SIGNAGE TO BE 3 NS t ALL.ED IN ACCORDANCE WITH U T CD, LATEST EDITR . Exist, Varioble Width Lane GRADE BREAK SHALL OCCUR -, AT THE EDGE, OF THE EXISTING T1-3ROUG'IH LAME. COMPACTED SUBG FADE 95% COMPACTED FLAGMEN TO DE PROVIDED AS NEEDED TO ENSURE SAFE INGRESS/EGRESS FOR CONSTRUCTION VEHICLES 4S% ion to be in accordance with VDOT St lord WP--2 Detain and shall G� least malcb the existing ,pmrement structure of Broa wcy and Mills Creep Lane 1 1 2 i TyPICAL CROSS SECTION DETAIL FOR M111jNG OPERC1 '0NS 'a� �1 � �'� 0 30 60 ��.90 120 -7,11 I TRA"Fl"" A - nr P" R -'rv- r 11 --- '-7j D" MAIN FEENAN I 14T;. 33028 S �•`�r�'s,�,_ - -ram i 10i, WIWI 1" w 29 I �1 pe "y yy E E-1 DOM. PROJECT N0,1 INDEX TITLE. SHEET NO: 1,5 of 18 DATE, 6/08/17 ISSUE Pei co z�g Z �Z 0 ZC C4 E-1 SHEET NO, C � 4 v" I SHEET 11 of 13 0 z a� 77 0 Wfr V'd t"R 7� z F�7 p °wf�r ���ry ca t�l E ss to 0 0 z Ok a u z x �1 a Q� g o--a MORRI© E- 1 9l Z z c Z C SHEET NO. 44 �J C,,w402 SHEET 12 of 13 ASWI LED 42C 350 50K SR2 MVOLT OUTDOOR PHOTOMETRIC REPORT CX-tALOG: ASWI LED 42C 350 50K SR2 MV011 Page 2 oJf4 'c-M-5cud y.8)-ar3ds ZONAL LUMEN SUMMARY LUMENS PER ZONE ZONE LUMENS LUMINAIRE ZONE LUMENS Ok TOTAL ZONE LUMENS % TOTAL 5,2_4.'D 12.9% 0-10 52.3 1.3% 90-100 0.000 0% D-40 1,036.5 25.6% 10-20 167,5 4.1% 100-110 0.001) 0% 060 2,849.1 7113% 20-30 304.2- 7.5% 110-120 moo 00/0 60-90 1,203.9 29.7% 3040 512.5 12,6% 120-130 ().000 0% 7D-100 347.1 6n6% 40-50 798,9 19.7% 130-140 (),000 00/0 ?i? 9' omo 0% 50-60 1,013.7 25,0% 140-150 D.000 0% 0-90 4�,052.'9 1664 60-70 656,7 21.1% 150-1150 D.M0 0% 90-180 ().Ow 0% 70-80 312,8 7,7% 160-170 0.000 D% 0-18D 4,052.9 100% W-90 34.3 0.80/0 170-180 0,00() 001b ROADWAY SUMMARY LCS TABLE DISTRIBUTION: TYPE 11, SHORT BUG RATING 81 - U0 - 62 MAX CD, 90 DEG VERT: 0.000 FORWARD LIGHT UAEK WMtt S °%o MAX CD, 80 TO <90 DEG: 192.0 LOW(O-30)- 306.9 7.6% LUMENS LAMP MEDIUM30-60) . 1,765,5 4.16% DOVAIWARD STREET SIDE; 2,950e4 73% H1(5H(60-80)- 874,8 21,60/0 DOA`ivVA1ARD HOLISE SIDE: 1,092.3 27% VERY HIGH(8090'.,,: 13,1 013% DOWNWARD TOTAL: 4,052,7 100% BACK LIGHT UPWARD S-MEET SIDE: f).01)0 00/0 LOW(O-30); 216.9 5,4% UPWARD HOUSE SIDE�. lD.oao OZ/10 MEDIUM�30-60), 5595 13,8% UPWARD TOTAL; 0,0W 0% HIGHOD-80): 294,8 73% TOTAL LUMENS: - 4,052,7 100% V-I(SD-90), ERY HIGt Z1.1 0.5% UPLIGHT LOW190400); O.GOO 4-aSH(100-180), 0X0 OOia TRAPPED LZGHT. Nighttime Friendly Fixture Al LEDNumber mLED WaH Lunaire Notes 7yp e 1l1GWTl111 FRIENDLY Introduction RIJ The Aeris" family combines sleek, fluid Forms and crisp edges into a striking architectural aesthetic that can be echoed throughout entire sites. Specifications The ASW1 LED integrates the latest LED Width: 15 (338 1 cm) H technology with the designer aesthetic of the Depth: 13-3/4" Aeris" family for stylish, high-performance 134 Q cm) illumination that lasts The ASW1 LED is ideal for Height. 9-1/4" W D replacing 100-400W metal halicle in area lighting Weight (25 5 cm) 34 lbs applications with typical energy savings of 65% and (max): 1154 ko) expected service life of over 100,000 hours "Mi'M' Ma WO EXAMPLE: ASW1 LED 42C 700 40K SR4 MVOLT DDBTXD ASWI LED Shipped installed PE Photoelectric cell, button type BL30 Bf-level switched dimming, 30% BL50 Bi-level switched dimming, 300A, PNMTDD3 Part night, dim till dawn' FOR USE NITN -1 FASTENEPS OF 1,, D11 PNNIT5D3 Part night, dim 5 his' PNMT6D3 Part night, dim 6 hrs, PNIVIT7D3 Part night, dim 7 hrs' DMIS 0- 10v dimminq wires pulled oucsidc fixture (for use with an external control, ordered separately), ASWI BBW 0130 U flack box accewry ispecry finish) ASWIVIG U Wire guard accessory ASWIVG U Vandal guard accessory fL, f TH&J VIA One Lithonia Way o Conyers, Georgia 30012 o Phone 800 279 8041 e vv�vw lithonia com AZA' VAMMO, 0) 2012-2018 Acuity Brands Lighting, Inc All rights reserved %SMW Shipped included (blank) Suifacemount Shipped separately 88W Surface -mounted back box (for conduit entry) D8XD Darkbronze BLXD Black NAXD Natural altimintim il White DBTXD Textured dark bronze BLBXD Textured black NATXD Textured natural aluminum *101) Tey, t ueJ w h i re NOTES 1 MVOLT driver operates on any line voltage from 120-277V (50160 114 Single fuse 59 requires 120 or 277 voltage option Double fuse (DF) requires 208 or 240 voltage option 2 Also available is a separate accessory, see Accessories information at left 3 Photocontrol (PE) requires 120, 208, 240, 277 or 347 voltage option Must be ordered with fixture, cannot be field installed 4 Requires an additional switched line 5 Dimming driver standard Not available wrth 347V or 480V o Not avaJable wrth 347V, 480V, BL30, B-50 or PNMT options NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INIIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. Out W11 M -rHOTOMETRIC PLAN PROVIDED BYZ 1111clil 0.0 0.0 1"0.0 c) 0.0 0, U 0.0 //0.0 ao 0.0 /0.0 //0.0 l 0.0 0,0 10.0 0.0 1 "0.0 � A. 0.0 Ice .0 bpi,, ',V, 0. 7 -kin 2 `2 �8 4 21 -3 X. 90.2 t' i� a,,2 4 3 4,T4.2 2.1 0. 1.3� 2.2 3,6 5.2 ? /I _ , ray V i 0A 1,.1 � 1 o 0�8 9 342,J 1 .:7-0-1 0,0.4 0 9 1.3 1,9 2,'3 2, 5 0� fi 0 0,5 0.7 1.0 0. 0.3 0.2 0.2 03 0. 6,-, 10.2 0.2 0.2 0.1 0.1 02 0.3 QV' 0, 0 0.1 0.1 0, i 0.2 0.2 0 LLon I -I 0.11 0.'1 0.2 O.4 0.3 0� 'Oyo \t� 0 10% 1 0.5 1.2 1.2 0.5 2.6 4. - , �l 2.5 2.5, 1. 7 1.01. 3 4 4.1 5.3 Nighttime Friendly' Lighting 0"MIGHTTIME Ir"RIENIDLI VT LIGH"TION"G A cuity Bran ds Nighttime Friendly"m How does Nighttime Friendly compare Nightt me Fnendl� designates products with superior opvcfa� control that are consistent with the goals of Designation with other designations? USGBC LEEDe and meet Green GlctbesTl product criteria for light pollution reduction These products are For years, Acuity Brands has been actively involved ILEA Fixture Seat of Approval NIGHTTIME full CU104 and no More than 10% of the lumens from the FRIENDLY lununaire ate emitted atime 80 degrees from nacir in developing products and standards focusing on The IDA Fixture Seal of Approval does not have specific, minimizing the impactof electric fighting systems of iq,.jantfiable criteria. ingeneral, the DAFIxture Sea; products should be selected to minimize high angle the nighttime environment. Our brands are members of Approval focuses on products that have no uptight. brightness and poles located at or near the perimeter of and contribute to the international Dark -Sky Association Since Acuity Brands Nighttime Friendly designation is the site should utilize sharp cutoff optics that limit light t1DA) and we are active in various outdoor lighting more stringent and can be verified with any commercial behind the pole, Committees of the Illuminating Engineering Society software, we typically do not list products with DA. Reducing light levels late ot night (IESNA). We are a member of the IDA / IESNA Model Lighting Ordinance task group. We are a member of Star View" Compliant Many communities encourage businesses to reduce the US Green Building Council and provide a variety of Hubbell Outdoor and Spaulding brands of lighting light levels late at nightwhen activity in those areas is lighting solutions focused on achieving the LEED credit products P the Star View compliant designation, minimal. In addition, some areas are encouraged to turn S58 for light pollution reduction. Acuity Brands has some used to identify full cutoff optics. This designation is not off the lighting, such as sporting facilities. This can be K off the most experienced and knowledgeable optical as stringent as the Acuity Brands Nighttime Friendly accomplished by turning off some luminaires or zones, designers working vvith our product development teams designation because it does not stipulate a Wit on the Advanced lighting systems can even detect motion and, to continue to develop responsible lighting solutions. high angle lumens that impact glare. reduce the lighting hi each fixture when there is not What does Nighttime Friendly Mean.? Are there other considerations for hou, Why sId I select Acuity Brands Because there are no lighting industry standards minimizing obtrusive outdoor lighting? prod u cts for a ippli, cati o ns with recognizing products that minimize obtrusive nighttime ,Daytime and nightfirne aesthetics lighting, Acuity Brands has established a designation Beyond considerations of uptight, there are other optical environmental considerations? with very strict requirements, based on photometric test data. Our N)ghttime Friendly designation requires considerations to help you select a quality lighting system. Many times, the lighting system must offer Acuity Brands provides many options for responsible that the lighting product has no uplight and nor more both daytime and nighttime aesthetics. Traditionally, Outdoor environments, VVe demonstrate our commitment than 10% of the total lumens bet,lyeen 80-90 degrees, this required lighting systems that emitted a significant to the nighttime environment through our development This criterion is consistent with FEED and GTeen Globes f)orbcn of ight Into the sky and emit light at high angles Of superior optics, ouir involvement in industry activities guidelines for environmental sustainability. Our resulhing in glare. We offer inarry options to address The to reduce the impact of obtrusive nighttime lighting and Nighttime Frierfdly designation focuses on no uptight need for daytime and nighttime aesthetcs, through our corporate commitment to environmental as well as high angle brightness and requires laboratory sustainabilRy. We provide reliable test data and have test data based on IESNA standards. The Acuity Brands Light trespass made investments in the accreditation of our Conyers Conyers lab is NVLAP acciedifted, an accreditation that Another key aspect to consider is limiting the amount testing laboratory. Our sales personnel and technical requires a strict quality process and 31d party audit by of light emitted off of the property that trespasses onto support staff stand ready to help you identify the most the National Institute of Standards Nechriology (NIST), adjacent properties. This is espeaally important in effective outdoor lighting solutions and validate the Independent labs have not gained this accreditation. areas where commercial and residential properties are performance of these systems. adjacent to each other. To address this concern, hghting 1111111 111 71 # 4- U-1 7 In 2007 the IES defined a new dasAntjon Its the right is a 3-D representation of the LCS UK system for outdoor luminaires that evaluates mulel including the sub angles for each zone. ' 180" the photometric performance of aliuminaire Below that u5 a graphical representation of how low I-nk bomed on flgh! emitted into various solid angles such data for a spedlsk Nminaire is represented .,hat impact upllght, bick;Jght and hgh angle m the Acuity online Photometji,'Veilver, glare zones. This IES standard is available in their publication, TM-15, "Luminaire Classification System for Outdoor Luminaires" 1 �McuffijtBrands. Notes SeeERWWy for full details PSGII FuH Cutoff Optics 1. .7 31,,5 2.2 1.4 1.5 2.3 3.5.4. 3. �3 R12 8 ;9,. 5 1 .6 1. 3 1,8 Z��$ i� 4 2.5 1. 8 1,:J/1.5 2.4 %4 5- 3 N .1 1,3 -1,6 2,5 0, 'S,0 .5 0.0 !,?__q�7 07 1.' .8 1 A 0. A 0n0.2 0.1 M 1_1 0, °3 0.3 0.7 0.6 0.2 0.2 0, 0,8 0.2 0. 3 0.'! 0. 1 0.2 0.4 0.3 0.2 03 0,7;�U,2. 0 "1 1,01 1 1. 9, 0.5 0A 0.6 'bl 8 3.8 2.2 1.0 Ono 1. 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