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HomeMy WebLinkAboutSDP201800057 Site Plan - Approved 2019-11-18gm;w GENERAL NOTES D(�AWING LIST: UTILITIES/GOVEPNING AGENCIES CONTACTS I COVER SHEET I. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS AND 2 ALTA/ACSM LAND TITLE AND TOPOGRAPHICAL SITE SURVEY GAS WATER FIELD CONDITIONS WHEN POSSIBLE, BUT THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION 3 CSM LAND TITLE AND TOPOGRAPHICAL ROAD SURVEY �0 CITY OF CHARLOTTESVILLE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) AND ELEVATION OF ALL EXISTING UTILITIES BY DIGGING TEST PITS BY HAND AT ALL UTILITY 8 SITE L SSITE LAYOUT DEPT OF UTILITIES 168 SPOTNAP ROAD CROSSINGS WELL IN ADVANCE OF TRENCHING, IF THE CLEARANCES ARE LESS THAN SPECIFIED ON 9 SITE DETAILS 305 4TH STREET NW CHARLOTTESVILLE, VA 22911 THE PLANS OR 12', WHICHEVER IS LESS, CONTACT FREELAND E KAUFFMAN, INC. (864-233-5497) AND 10 SITE DETAILS CHARLOTTESVILLE, VA M03 CONTACT, ALEX MORRISON OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. II SITE DETAILS CONTACT, GIRISTIAN CHIRICO PHONE, (434) 977-4511 12 UTILITY PLAN J� PHONE, (434) 970-3811 2. THE CONTRACTOR SHALL INCLUDE IN HIS CONTRACT PRICE THE REMOVAL AND DISPOSAL OF ANY 13 WATER PROFILE P EXCESS TOPSOIL HE/SHE DETERMINES IS NOT REQUIRED TO PERFORM THE FINAL GRADING AND 14 UTILITY DETAILS ELECTRIC WASTEWATER (SEPTIC) LANDSCAPING OPERATION. 15 UTILITY DETAILS DOMINION VIRGINIA POWER VIRGINIA DEPT. OF HEALTH 16 UTILITY DETAILS ENVIRONMENTAL HEALTH SERVICES 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF ALL 17 GRADING E DRAINAGE PLAN cavrAcr, KB..LY MAXWELt. PHONE, (434) 972-6812 II38 ROSE wu. DRIVE IrM ROSE HILLIE, VA n9o3 � REQUIRED/NECESSARY SHEETING, SHORING, AND SPECIAL EXCAVATION MEASURES REQUIRED ON THE 19 STORM PROFILES PROJECT TO MEET OSHA, FEDERAL, STATE AND LOCAL REGULATIONS PURSUANT TO THE 20 STORM DETAILS PHONE, (434) 972-6200 INSTALLATION OF THE WORK INDICATED ON THE DRAWINGS. OWNER AND FREELAND E KAUFFMAN, 21 LANDSCAPING PLAN INC. ACCEPT NO RESPONSIBILITY FOR THE DESIGN TO INSTALL SAID ITEMS, 22 LANDSCAPING DETAILS A FGp�,y TELEPHONE/CABLE CIPI-CIP3 CAST -IN -PLACE WALL PLANS CENTURY LW 4. CALL UTILITY LOCATOR SERVICE 72 HOURS IN ADVANCE OF DIGGING AT 811. EI.O-EI,3 PHOTOMETRIC PLAN �N 417 W. MAW STREET ID ROADWAY IMPROVEMENT PLANS CHARLOTTESVII] E, VA 22903 5. ALL WORK SHALL CONFORM TO VIRGINIA DEPARTMENT OF TRANSPORTATION E ALBEMARLE COUNTY SP S SPECIAL USE PERMIT PLAN LOCATION MAP CONTACT, THERESA BRYANT STANDARDS AND SPECIFICATIONS. SCALE 1 1'=1,000' PHONE, (434) 97PI371 6. ALL CURB/HANDICAP RAMP DESIGNS SHALL CONFORM TO VA ACCESSIBILITY STANDARDS OR ALBEMARLE COUNTY STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 7. PRE -CAST DRAINAGE AND SANITARY SEWER STRUCTURES HAVE BEEN SPECIFIED ON THE PLANS. ADDITIONAL G O V EPN I N G AGENCIES CONTACTS: OWNER AND FREELAND E KAUFFMAN, INC., HOWEVER, ASSUME NO RESPONSIBILITY FOR THESE STRUCTURES AS FIELD CONDITIONS DURING CONSTRUCTION OFTEN DICTATE MINOR ELEVATION EROSION CONTROL E WATER QUALITY DEPARTMENT OF TRANSPORTATION ADJUSTMENTS. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY AND EXPENSE FOR MODIFYING THESE ALBEMARLE COUNTY VIRGINIA DEPARTMENT OF TRANSPORTATION STRUCTURES TO ACCOMMODATE THESE FIELD ADJUSTMENTS. R � V I S I O IU COMMUNITY DEVELOPMENT CHARLOTTESVILLE RESIDENCY 401 MCNI IRE ROAD 701 VDOT WAY 8. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE DAILY RECORD KEEPING OF THE AS -BUILT DEVELOPE�— CHARLOTTESVILLE, VA 22902 CHARLOTTESVILLE, VA 22911 CONDITION OF ALL OF THE UNDERGROUND UTILITIES, CONSTRUCTION STAKEOUT ASSOCIATED WITH THE CONTACT, MATT WENTLAND, PE CONTACT, ADAM MOORE, PE PROJECT, ASBUILT SURVEY OF THE DETENTION POND, AND PREPARATION OF ANY OTHER REQUIRED PHW1 (434) 296-5832 EXT. 3458 MWENIUND$ALBEMARLE.ORG PHONE, (434) 422-9782 AS -BUILT PLANS TO BE SUBMITTED TO ALBEMARLE COUNTY COMMUNITY DEVELOPMENT AND/OR VIRGINIA DOT, AND ALL OTHER INFORMATION REQUIRED IN CONNECTION WITH RELEASE OF BONDS. CQO55 DEVELOPMENT CC ALBEMA�LE) LLC ALL SURVEYS SHALL BE PERFORMED BY A SURVEYOR LICENSED IN THE STATE OF VIRGINIA. PLANNING E ZONING STORMWATER MANAGEMENT ALBEMARLE COLYVTY ALBEMARLE COLNTY 9. ALL WATER LINE AND SEWER LINE INSTALLATION SHALL CONFORM TO VIRGINIA DEPARTMENT OF 4336 MAPSH PIDGE. COMMUNITY DEVELOPMENT COMMUNITY DEVELOPMENT HEALTH, ENVIRONMENTAL SERVICES, AND ALBEMARLE COUNTY SERVICES AUTHORITY STANDARDS AND 401 MCINTIRE ROAD 401 MCINTIRE ROAD DETAILS. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH THESE STANDARDS. CHARLOTTESVILLE VA M02 CHARLOTTESVILLE, VA 22902 CAPPOLLTON) TX 75010 CONTACT, CAMERON LANGILLE CONTACT, MATT WENrLAND, PE 10. THE LAND DISTURBANCE PERMIT MUST BE KEPT ON THE WORK SITE AND SHOWN UPON REQUEST. PHONE, (-OAL 29AZE G 3432 BLANGILIFoALBFSAARLEORG PHONE, (434) 296M5832 EXT. 3458 MWENTLANDeALBEMARLEORG II. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ALL MATERIAL AND LABOR ASSOCIATED TELEPHONE (214) 614-8252 WITH THE TESTING OF THE WATER AND SEWER LINES REQUIRED BY VIRGINIA DEPARTMENT OF HEALTH, ENVIRONMENTAL SERVICES, AND ALBEMARLE COUNTY SERVICES AUTHORITY. 12, THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DE -WATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON THE PLANS. 13. SEDIMENT CONTROL MEASURES MUST BE INSPECTED AND MAINTAINED REGULARLY TO ENSURE THAT THE INTENDED PURPOSES ARE ACCOMPLISHED. 14. ALL PRE -CAST DRAINAGE AND MANHOLE STRUCTURES MUST MEET VDOT SPECIFICATIONS. 15. THE CONTRACTOR IS RESPONSIBLE FOR SECURING THE SERVICES OF A VIRGINIA REGISTERED LAND ENGINEE�- SURVEYOR ON -SITE TO PROVIDE ALL CONSTRUCTION STAKE -OUT SERVICES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ENSURING THE SURVEYOR IS IN POSSESSION OF THE LATEST REVISIONS OF ALL PLANS. FPEELAND and KAUFFMAN, INC, 16. A STATE OF VIRGIINIA DEPARTMENT OF TRANSPORTATION (VDOT) ENCROACHMENT PERMIT IS REQUIRED 209 WEST STONE AVENUE FOR ALL WORK WITHIN THE PUBLIC ROADWAY RIGHTS -OF -WAY OF U.S. 742. 17. ALL WORK WITHIN THE PUBLIC RIGHTS -OF -WAY OF AVON ROAD EXTENSION SHALL REQUIRE GPEENVILLE) SC 29609 COORDINATION WITH ALBEMARLE COUNTY AND VDOT. jr TELEPHONE (864) 233-5497 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELO>ENT PLANNER/ZONI ' .�, teniMai,xsivim a CPA E G C SU V Y1O f (.� f �' ( ENGINEER ------ -- - =- EY A C� 6°I4 SUPVEY MATTEPS) LLC INSPECTIONS Vi��%1�'�� Pk0 ECTS L1� FLANiNG TT�S CR &RlE6 F YOU HIT M UM6�{'mm of V"E GGw YOU CAN PAIN YOLRMF OR THOSE AMID YCU MaPT SMU TO M ENT&E N9aBCl&=o AW POTUCAUY EE /03/2019 107 NILLCPEST AVENUE DEPARTMENT OF FIRE RESCUE %l ALBEMARLE COUNTY SERVICE AUTHORITY �1' , ,► IG SMART GGGW W-46 CA 4G 81 BF(RE EACH JCa YOU AREA TO 81 GET CRAP ZERG IONN W-ETHMEXCAVATOR, EXCAYATCR, CrE CALL TO 81 GETS YGR U�D6iC-RCI.FD S I MPS ONV I LLE, SC 29681 SPEET `UM � "'� � � VIRGINIA DEPARTMENT OF TRANSPORTATION U w - OCTOBEP 03)2019 TELEPHONE (864) 451 0176 HEALTH DEPARTMENT • ., . \ LEGEND "_____`r"3 --' \ ` UTILITY INFORMATION Zoned: HC (HIGHWAY COMMERCIAL), RA (RURAL AREAS), AIRPORT IMPACT l \ AREA DAM INUNDATION ZONE, &FLOOD HAZARD OVERLAY STREAM BUFFER PROPERTY LINE 460.8` -:;� ,61 82 `ti \ € ' °yyV WATER VALVE {. -�\ WATER: SETBACKS FOR HC (SEE SHEET 8 FOR RA SETBACKS): ADJOINER PROPERTY LINE � HYDRANT 462.94-' rn ;� 4F 2.90 ALBERMARLE COUNTY SERVICE AUTHORITY Front -Minimum: 10 feet from the right-of-way or the exterior edge of y y PRESERVED STEEP SLOPES ` 1 �' '1 3 (434) 977-4511 the sidewalk if the sidewalk is outside of the right-of-way, for off-street Q • e, e, � EASEMENT LINE 0 IRON PIN-REBAR FOUND c -1 , ', 62.46 ._ parking or loading spaces, 10 feet from any public street right-of-way. IPINF 462. S WATERCOURSE * NAIL FOUND F 1.86 _ �r" �\ NAILF SC PTIC SYSTEM Front -Maximum: 30 feet from the right-of-way or the exterior edge of �P� ,` — = STORM DRAINAGE PIPE IRON PIN SET-5/8" REBAR t the sidewalk if the sidewalk is outside of the right-of-way, provided that �� \ — (PINS 464.01-\ . ;? . 6 3.00 this maximum setback shall not apply to any structure existing on June wtr WATER LINE • CALCULATED POINT \46.81 ELECTRIC: y p' pproved final site plan `� N/F CP 18" CMP \XF 6 82 `<4F3.6 DOMINION VIRGINIA POWER 3, 2015 and to an structure de €cted on an a Lori D Fitzgerald gas GAS LINE �Q� UTILITY POLE lnv=462.54 463 00 that is valid on June 3, 2015 as having a front setback greater than 30 O PID: 07700-00-00-01000 ' � ; _ - -- ,• ., ` (866) 366-4357 feet; none, on an lot, includin a corner lot, abuttin a rind al arterial DB. 1498, PG. 287 a ohe OVERHEAD ELECTRIC 62.59��"C , Z'- j 6 �.58 0 ^. Y 9 9 P P SIZE Q ' ' n J / GAS: highway. Zone: LI y 464. r3 't � X A10 9� '' I/_J. _ / CITY OF CHARLOTTESVILLE •t ;; i j .1 , f i ", 416.46t - Side and Rear -Maximum: If the abutting lot is zoned residential, rural ' #...? I , " - ,:,> ! •r - � (434) 970-3211 # .,t" , .- I . , ., _� areas, or the Monticello Historic district: (i) no portion of any structure, f "t •f .f r (,{�<,� i``I` , !•'_• ;. '� �} t excluding signs, shall be located closer than 50 feet from the district =, r 'f '' , t 1'-o'I `JCl J r j '3- r \, j t �, 29 TELEPHONE: 1 / t 7 rr j ; ; I t t £ N�jlf _, 4l 4.y . `�� T.4 CENTURYLINK boundary, and (ii) no off-street parking or loading space shall be located 7 v 'i j r ; ; - ;r£ tt�t r rt ''I ,/lpinf #5 ��� ED 3 207 2508 closer than 20 feet to the dEstr€ct bound ry i X 46 86 - ;6 . N 1 ()TP (4 4) - a y .:p #£ Jriil'' # i 8„ trafj `. f } �<,4 3.12 ``46 2Jit \ Stepbacks: rsa,,nf ,i;-,; ' ; t , t t a r \\ , '� CABLE: Front: For each story that begins above 40 feet in height or for each }' t ' tf i ' \ `t + 1 t X 466.33 ` ' XFINITY BY COMCAST ' { Y ` ' ' r t ` £ ,<; 07\2t ' I ` I "j f ca- i ` ( f X 464.45 18" CMP 466 :8 ` sto above the third sto whichever is less, the minimum ste back shall '°FR 4 t 't 1 '7 ' =' '' > 'j C� Zg ' . f t i S " £ i ;1 f I = € t 'i ' ? € O r ,t �; ( „ r j .i- Inv=464.13 7'r 800 266-2278 ry ry' P F be 15 feet. M��- '� , r I ' ` ` ', ' r ;'� ' ; ' € " ; '<_ i , I •,.' i I t , ! J ;'' ) ooR y S OCATI ON�oM AP \ r =f r, h1 f i 1 i i i \ ti t , ' I I I j ' € t 466.87=<tt ,� .\66.- �..� \ Side and Rear: None (fy -s i - QO 1 .t, l" 'f, ; , I ' ' 'i ' \-t `c 1 , { e , r l �£ , 'l t `"# { i ! ' ' i n /l ^ , I i \ \ f t f'` ' i _p :, 556 I rt:"', t( '•;E •i ,l I j I J" 3 ss S � ;_j i I# 4C,4j q.r F � � 4 t f £ rr� i ; € { I # i € j � y tY? � I �I`( / !/, _465._�.._ y��ic 6j. �J r �_`�t. , r t •J f s` fr; j3. 7fi i , I tit i ' f Y �" � � � ;."� # ,1\^3 `Yry � j i S "( J ; i � € ; � ! ! I 1 I j �'r ; I=,� �; I�%�r� � � '��^ " ',, \�' FLOOD INFORMATION NOTES: Ir", / ,, a - l t ! € F i ; E. i i ' Y / : p v 13" Oak 46t 48 ° a J t rf� Q) i t , i i # i # ; \ , I 1 =� # I E •iI I ' ;i I i J' € ` I i I € € ? / >l r,1 OGI<^'i c r.�/\ ' � ` rsVW 23 a 3 ,C} io l.. ' I i j ! i E{{ I I I i€ I 1 �i. j `t r r 4`il 80 "� r c� C it W:s� 376.72` C r• ., % iL) ;i3'# I'r, #( F 1, � ''," t I l j I 1 i l 1 €� j# i j� t 1 1 I i F,€ I' rrI i . I?'y ., t ,6,//.- 65.'r'1 �xX,.6�' 4 " € ,{; s € ;', _ € f , r I i I € ,! I j I € ; , " I , , I , { r \ FLOOD ZONE: AE" AREA WITH BASE FLOOD 1• NORTH ARROW, BEARINGS, AND COORDINATES ARE BASED UPON VA GRID NAD 83 ESTABLISHED BY STATIC I : , ; , , # i I # j 2�6.y, 3I { I ` ' I r , I;i �f^/ f/, 8" Oak X S9 ELEVATION OF 372.5 ESTABLISHED AND ,=e,, " € ,' i i I i 't p' 'i s� ` 1 `'> s j IE i' i ! I ,,, '£ i 1 i i { i ' 1 i t i I ! € i € i i ', I I t , € ; ' i:,l t k� 4 � i ` i r t ' " GPS OBSERVATION AND OPUS SOLUTION. X" ' •��1$,,,.\,' ' \\,,,\ ."i , t , t `:,', l I ,:ft i t.fi i rr i r, 4 1 I I ' € ; ! i + " }, € 3, l ✓< �_ Grass ; . X AREA DETERMINED TO BE OUTSIDE THE CP tt� ,' 11%" �� 1 � \1 , ` •i , t € ` ! l , f-tl i £ ' ,€ I , i ' 'i i `i ` ; t € ' , € € I I ; ', rI ' ' 4 " , ; a l.. I- I -1 1 { j� /4 F " �' 0.2% ANNUAL CHANCE FLOODPLAIN 2. ELEVATIONS ARE BASED UPON NAVD 88 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. >r \\'� •\ �l `(t 1 1 1• i €}' I t ? s i s 4.) \ Y j f f/.. TC.e.. _ r j6' 1 f? { 'i :Zi, , \i.\�t,•,7 I ( : t ), i 1 f �rl 'rl I I `?'i 4 .F # � ! € i F , j `S \ ,4 `�r'„i-1 f f41`G... ,:_ �,r, —, l i �', _ ' � \, ` , I I i , R. -,, 'r r; r,, , , .w , l %/' /P,/' / r 4�6 13 X �6 /.8 : \ t ;, PER FEMA MAP N0. 51003CO288D ., . ::'z%'."\, ,\;� i. > �"JS.J�'} l_.,#_.<.. i:r'--, i._,.T, t 411 t "�' r'�r,, 1i r/ 0!% �. 10 ak -> r "<<<� ,• ", �"" s�if , ,„ -`r 1 j "•a--= I `:1;1:.'. �7.. .' a "• ,:,,� ` "-, 3 >' ;/ / � r,,/ f %j� / %_ EFFECTIVE DATE: FEBRUARY 4, 2005 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS: '� ..f ..,�,�tie�\•_ s`',"-'`,�.J,'}?# ��9,'-.` =3<.' �- S w�.1',�, "s`` �j •aa�•_;• - y..:v;.:,:: •,s,:*''+., .>�'; 1�•i'lr'""'i"'%�f �'>fd il!ji ,71 1 / 1 ` \ X'�1-7 �.6\i9.34 1:.p _`_•<!`. ..; : f,ji,'z. O �O. ;. �' _� .mY,.. �'1.';--; . �., f._,. ,. ,�--i `.'�-�;��:'� 4 f - ..<,.'../✓'.;., ., 1 .-, "« z�, /, ' ; J t t J ' t J /t '� r > 367. 72 , �,' ,j72It;;: r€� , c((r ;.r , , r f (ft k16 6' ", i j _• . _ - _ /• f J d /f �, IJ / J; �; ,% / -} _ 4" � lg 1 A. PLAT BOOK 4137, PAGE 332 RECORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. :, 2�i<'—}i£ °,,r Y,11 , Je .°A 1 $ £ f i { { 1 , / j' ' jt f �i. /,/ , s /� F%2fG9`f ` //' f l ?, �flr�f ; n`' \ i \ C}, \ PARKING r 68., / r r{�.,,j-LJ ,iti' i t ;l ; t ' {,f , �7:'t / ''t� ;' £ , I�( / // /� ,�� /%/,fj'/,,,,t.r'� ,/ �,` '!',Tire,,''fif`if/, 'J/ Z 1 &' < l`i` - t,'• €I,'' '" 1 f t d ; f?I I r ! er / f %. ' - r � ' 1 t i ' t ' ` _ - ' 9f , % / 1�t \ 4 = = 4, THIS SURVEY MEETS THE REQUIREMENT FOR A CLASS "A" SURVEY (1:10,000) AS DEFINED FOR THE , t* Its. 9;3'ii''I It 1 ! , l ji'f %• �1 N. ,/, ///,/' r,;,.•i,', /1,I'.�j////!/ /y �g�,s�. ' "X466.88 � ! t1 t ( l -r, /, ,, , , ` X �68 gg t REGULAR N/A STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF VIRGINIA. r > ' �?! i '' I" 111 t 1 y .{ t a t, rf J t ' # st , �Il ! f5r.! /`f;� w /f / , j j�,',,I,'r`, r/• , j,lj 1 /, , / ///f• ft , , T 4� t . \\ «� t HANDICAP = N/A - IPIr/1e i I I I i<Ijr(, 11 . ~r j: r i t { 1`'f" i / {'sr ! , i F � I I " �; l ��frJ Ir.-/,/, 'f'; %'f,<.f /' , , !,i/ / -I' , i\ j J -'I! 1 .t "'F i l(< ( f. ,' t if , , Sf / +' /, ,r, �,J! // �• /r'"///l; �� ,�f•'J ��/ /,', \ ;, li p „ . r t I ill'i # i'l, It#l1##I< , f ? t , r/ t !' I i' / + �; , 1/ < / / j, J / i l ' 468.48 fit'4,66'�6 �y ; S. THE AREA WAS DETERMINED BY DMD METHOD. r, ,I, :It1`t;'t' '1 ', "µ'Y l Ir{ t r 1, 3° f r r/ // /'Ir°i`''/f, ,,, t` rf, /4 ,, " s l /J \ X,, s i {' T;y 15'_CMP I l I'° ;. ;,, '�, /; .: t t,f J t X 467�1 ���/// ,� , Inv=468.09 f;##1l! ij €;".ittlll111 ` flr, 1 I t t 1r1 ! I1,/i / f j, s/ 'f / f` j ''Y' !,% '`,s;'; %,, ;r/ 'k .i3 \�;� �� 6, ALL HORIZONTAL DISTANCES ARE GROUND DISTANCES. >f {" 3€ .III ± i't€t;�11i' i' a ,i J ! irf r s !€ i1i,`ij r%'fj/ �% r`>t'?, '1`'I ,,%,, % /r /- .' rr� t t PED —f 'a f`i-'' i�'II€;; , ;Ii" lll1'; /:t.._-Y , t ; /'r ' / / �</ ` .,' s,,,,,, ,',,'jrr,''',1; /, `,"i.,' .' ,i — 1 ;' :l;f,; , £ . , / t/ , / , ; ,0 ` `' / N/F �, 7, THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET #A721403244 OOA, FIELD ,� Il,l!#! ,!t,_llldt: hllrt ;I: /I ..,- i I1 I i} "z. JI ,t r>1 ,' ? i / ' j ` i'€, `' ,1, tf / . / , X j !, , f-:'if`, i ,t :,f ; !. ,,• r:t X 466.30" / Gre or Allen Love q 1, \ 7 :f r ¢ ,r f+ is i t:l,,, t € r �1, j.r^ ,,ff,r -r , f , , . { I,l i ; I; (; .,.3�, ;i = 11 .- r - / {f i ; I # I „, 1 / `�� t� / f , ,f f t,' i//"/ t 3 4 ,. r;>" g y_ _ _ S c 7 �26 SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE Z y r ;1 s (€ ;1€ ./ 1 ,, •; I j0I1!� • , r `�,. ' f r ! > „ I I i # /' /_ / NW r %/ , /. I/I '� '/, r,f r r PID: 07700 00 00 01100 p/� ', �' X > 10.2? UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR i I $ i ; i I>., € {' / ".° ' 1 E# l i f 1' l • o f / ' / {' ' DB. 2798, PG. 643 fyq 469.Z5 = 6 i =^'g ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN -J :, f .5s: g i`r[3€€ i f{l-Ji /'"''� f ' { £if S j:#Et f f % t 1, t /"`,', J f , t �1,II!'Il€z If €';,ir !'I'l l f r'"'�J..... -�' .rr 1 - :J "'t:E t // r''.. %W ,/ sl//h�%%t ,f/,/////%/_�t ./ OB �' fit' t ! (€ ; l ! , . € € ?s:; I i I z€ ;' ' f ," '' ; ,: ? Ir-% r tJ:' , / t` r :' �, , ; r,'Y / Zone: HC THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS ./ =i. a } Ii \ l t ` / "~ J ,{ ! ,ll �ll ;�/ I f f/' f/ / �1 ' \\ POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND i i• i l, € l I f' : E € 1 i r! ,f 3 ! 1 3 f, I' d I,, i, -: f O l"'li€ tl l{i �jli:flllitili-11`iiii0i,/ f',f.~"-'" - /� r;f 'ill !1l1/I `/ s //J: 1)/, Ij/r ,l l,fJ` / 46J`9" UTILITIES. '£ ' W'I' it' lf:€i,, / € i it €(f fl -fj "rts'flt .1 /f // , �_4" Oak °'• I .j,E .1) flii<€I€ €Fi'.;'';l;;i r{j.;-eItill,lih , i �1: t/ f/ifj/,/,,f rf/-.I, r 50' Shared Driveway Easement X470.841L \., \ " „ r^ ,� s , , , ; ! l r ( I ; ! r f w ' "-- '"� •' '.:` t; I,, I 3 j 11 { f j//I'f j , r /t ' r/<t r DB. 3471 PG. 413 46� 53 r \, 8, THE PROPERTY APPEARS TO BE IN FEMA ZONE AE AREA WITH BASE FLOOD ELEVATION OF 372.5 t: ; f ii \ i it }"I'( €€'# 1"# t / 470.3.- - 11 i 1 '"I,I I II ` £'. 11;' i 1 ' I ;=' i € 't' €' ' �. ? -'_ 4'2 '4`\ ,i , r1.f;1'/ f /:1 /r,' ",i " i' PB. 3471, PG. 411 470.6' \ ' \ \ ESTABLISHED AND "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP I-ft t # life 11jr-fli ,1;<I€i35t 1%3i; ,"�t / /''"-'/- - "-, � f # 1jj;i7 r/f /..1//:ff/,, p1,i, t 7 {,,IIIA ,+ ' zjl(:: i.11 ;lil,lllj 1 ,I1!ljf l't,If/ ..r'J -•.: w j,�/ ` 1 J,r/litr0///,i; /"/ /,t�`:/f/Ija/ / PB. 4137, PG. 332 POB \, �� I \\ a 15" CMP #51003CO288D; EFFECTIVE FEBRUARY 4, 2005. ,' :, ., ;;3 I,ll€#�lil3 _}=' €s'#;`E1st€=, IIIIi1,I;. Ir /j)r" _, f _ , ,� )j,# t '/t;r'li€ ,,; / f ,< /f ,/ - _.._. Exception #11, 15, 16, 22 // / N 3,891,340.03 r,1 's '\ . nv=469.37 I #' '" I I' I ' ! ' I' rt / rJ '""' l,l ' it1`' �// /l tl �' If < 468.94 ���`�' ~"' _ The maintenance shall be b the owners of the t ' 9. ZONING PROVIDED BY ALBEMARLE COUNTY TO BE USED FOR INFORMATIONAL PURPOSES ONLY. I' l sj#i ff`'I jj #;' !t1 ,:• # `� ` €-;I111J(; tt /r' '' 1 , ti '` f fi Ij'//f -,'Ifj Y E ii,485,707.76 \ ', I , € ; I I I #, ', € ; , I l I ; l , i ' i'y i ' ,.f j i j ; < I r .f' /" ''; . ' ' -; ' 'I' i 1't' ` i #; f r , <i11 r r' % w lots affected by the shared driveway easement, not by J \ #'i, -47 .06 'ip¢EI 1>i (jI'7pltl= ;tl€r; I €' '; fii'i;,€ '=„t "rt', , t .- '�,i €" ''j'€.,'JFIt{rr•. =Jttrif 16" Oak the Virginia Department of Transportation or the county. � ��4 0.;,1 10. TOTAL AREA = 190,876 S.F. = 4.382t ACRES r ,tf' •' 3#:llji.l# i £(;�f•?,Y'i # iillr7Ili,llfj'Srt!1 'f r'`1-'� -, ''!I'1l3't� i� jltfJtrt jt= I`�1 -r I X469.29 ,s _ ,. `T470.'„� =r 'r ! I I 11 '� i 1 l ! " "i ; to t , 0" 7"p ~ , f £ 1€ l/f. /I i 469 95 ,1, ', < 4/1.99 7 .g i 11. NO EVIDENCE OF RECENT EARTH MOVING, BUILDING CONSTRUCTION, STREET OR SIDEWALK CONSTRUCTION WAS € iii''' 1; I ri' ;i^ ti,2 it'` t tj1' ff CP 1 I : # rr: 11,1. r(,1 t 1 it ll i t .; f j r It # € JIr ! X470.19 �� { t ; 'f jlf't i!t€I =i"€; ll( ! f� i111,i,1i s 1l€Ij, r' ,€I €€ rt °Ijfr/;. /r ,f I I /'�� 6" Ce r ��1r70.k•' OBSERVED ON SITE. I I'll li 'I ,# if h, i,, ,Mr tl,l! i . Illli. `#{ Cj ,'-I # ;i#!'' }€'€` -`,r =r✓ I It?I'={;, f itt /�J I , X469.28 71.,.6: 'Y• i 'i1,(il;, # ;#'t,.!t,l l�"I.?;: t '�f `il'11E'i€1? i£jf i ?t ` --'•"T'ilj f i'# 1;" 1/ •t '� /' - _. Ill 12. THE SITE DOES NOT APPEAR TO HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. ,; tip III{I�1 I"l`Ig 1',,If f lltl.fltllrjl- ?;'1:;13 F f r' t` 'r ft l}�rlj f,{+7,�� f I 13" Oak ^ w:A I inf,# Capped r ? .i,#li ;j"ll l-gl, I(.FIf I;IiI"Ij:E_. 11.Ii€t #It 1 I •t p 1,'';j I ji I t,1 Iat X468.16 iY 3" Oak ;, ' ''` ' ( 6 1 , f f f„ € , s III { ,P , ' i i f# l ' i 1 ! : i , £` 1 € i € ; ` , ' : t , `f , ,r; ^ "J� , t € , j � ' ; t l % 7 j) � ' f , Iii',f,r.:.i,t II'll !fi' 3 1�;, t' I€, =1t€=°£'' j ._-' , ,r j i#jr, I, rr j r Ipins Apparent Encroachment��_. ..._..- r ~ 'f OWN , ':o ,. ; , I I i € 1 n# € i I I i 1 ? . 1. i tF,r J f} 46r5t 0>--fi 6 .Z1 00 _ Ft. ; t N 13. NO VISIBLE FLAGGING EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT ;';' ;1' : ct l ,ill t l i € > I; I 1 # i € `! , , t€=;`' ;:€ ' j i , , - It, ' ",L_-- > rljt,, III' £', ; ' '� 65 Shed ( '"3" ak ` '.y 60 t THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS X 469.�1. Oak 71.�'2 BEING LOCATED ON THE SUBJECT PROPERTY. d f;It,llllll€}I!I'1111,i1'!ll'r?ilililii ,l l;1€€I1;yy1€ 111=t1r1;,`<I tt;t'rl £J%ff r 28,,st k'I�Y!1 ,<t�f, 14" Oak r�/� ?ir, r a0 iIIII0Ii,ii ,€,IIII,jill€I'€l; .I i "Ii t1#: II lit}i i if} j't jr''f,rJ ''f 4l, It1;; / 2 Og y j ,, Xt/�472\j2 / 1 l,r il'#{j# I, ;fill, ill i, 1lt # Ii.t s 1 / , 7,"t`i#7'if' 4 // i �47.25 li li#„'', 1i ji r'.I !I,'l• ;i',' I# -Ili+.i,'f , 1 %i .f jrtl,,./,,l y1' 1 \ -- 1 EPA CEL HAS DIRECT AC SS 0 S I{;,;I¢Iijl},;(;,�•, W iIsl,I,t'I ;I;r'1,;;; 1#;a(p€,, I# ;, 1; fll' J Jr;rt ,t"I t/�,j1`j / N f 4/3.1� E 4. TH R CE TO AV N TREET EXTENSION A 60 FOOT WIDE PUBLIC RIGHT-OF-WAY. 1 1',",Ili # illlt;l lf�i;#r# lil! ;31± , II iiE!ti `j ;'. ( a, : 'r ti'1£fIIrTee i �,, / / � -r 1,1, Ii'ji'f: f, 'j,#ll'ai 'r, ;:�# „1, ','1','r. '1. , s1': w ,i,, (( t ;, #. tt i,:_, 11' :, i l 11,' +„l., _ . , , t t:,''f,t ##€r 1, ak \ r' Grave( - X 473 64 •1'= _- \ ! \'."\''' 71.20 I -• 15. NO RECENT OR PROPOSED CHANGES iN SIDEWALKS OR STREETS WHERE FOUND AT THE TIME OF THIS : #'l.E tll##I it a Ii.j Bill illllll€li: la;€,I I' + ?p Ij1l r I' 'i' 1; t#ijiflr7,, _..� / r-' 5 472.1yn L � r t l:l!llltl(:3, t!IJ1?ifl€i'I 1, Il3ilill' IIIF:#<'syi3l jft r/ jl / j,' ;J1t, t,,r{€tt, InS �j / /_ ZaJ� J \ �47. 2 O O :., iili 1 ji;iTtlll Ii4i 'i,il,- l'"i #;'' lll'ii' lI'i3t1 'j t' it t , //f-'t''ti1llll;,, ,� / I-,,. SURVEY. l #.i, , ell t ltl„ I Ifl l tx , �469.18 „�/� / „ OGi� O o. i. , (t33 i( `` #' { # j , .; i ' 11 (.(' ' t , r / ,-_`:" #I , .£ ,' , v` f X/r68.90 ,jam / , 09 / \ '� �,fl 16. PER LETTER SP201700016 DATED APRIL 25 2018 THIS SITE HAS BEEN FOUND TO BE IN COMPLIANCE WITH z 111"'Il11?" €I E:% # Il1t i1,l S!€ f €, €g ;'"i11; : €li €Ill l i ' 1 'r r ? jr,r. rj 1 s I Z —1 I ,tt O N N 0 _ ' a i I`'{ 1,1# -fj l,III l 1;it, j Ii' t#litl€•;#iti (I;I;p;€€Ill± Itj'r,; ?,1.1'r --r ,+, j ?%I S> *- i-,NY3r f 4 4" Oak d$ \' <o� � 12 lit # (# I" i (( €, l I1 ( ; ( ( i / i j, f Pay \ j f 51� \ `� n \ SPECIAL USE PERMIT AND ZONING COMPLIANCE CLEARANCE. ' is I# I1111lt j!'•(t is"I'� il,,Hllj r€ iil'Pl€`iI Il1gj 1i '€,t€,',Hits1i €t� iai tl r, 1,'i,is,,/ r `('til i+tr; tf 'j %' " j ,,t N 'O - Q Y Z:€:,s€€,;,14i:,€ i, f (l#I I.!1 r,11 II€"i1 ;p?e{' r{i, ,7 1 I O-"C / / / \ \ . a 1 Qr''ST. ; M'`B Fit Rl#1i;Iii `;Ei'' l: I ;l 'll1',ii#! '' I'{i„3,,. 7 j' j t r,rJ; 'yt;,`#71" r ` / / / �r O 6 - - 6 ' Oa x2 t "' X 47�.90 Exceptions to Title, Schedule B Section II, Chicago Title Insurance Company Qf, Et �,"fii , # €fi# } ;; , t r., f X 2.5� < N/F "I IP c l 1 . �/,; G.1..33�< .i ; l ( l ;i l i (j i , I I l' t I j l = 1 rf;; l ! { ` t'1` / . ' { {i 3 X r�9.20 -4 / t l J n i� r° ,A. k,'2.5 File No. C13061, Effective Date: April 10, 2018 , .R, I l, �-,"tt (( i i I l l 1 I t l cT X 471 a .w �#" F7.. i. .,; I,, ' € '#1 { . j r' ,,..... �ti£ l`'a CU r E^' i t i< �` 4 Willoughby Property Owner's t'Pk3.t# 7,! ;}11 ( iri 'Iill 1' # #ff I l;l i3 ;j#111, :j ,i 1`r:?," / 0' O r / / y =2.2'8 _ n: 5 f i# t'€ .. a E T,m ,,- 5 I£ r s "III ,! t' 1 E t I, j i. ., i, y jt ...-3 r i i C'r , I /" _ r %, 4 f r. 2 i i•,t it , i3lf 't r' 1i(# tI! !:' ,,,:tail/ I t#, r : \ 1-7. NOT A SURVEY MATTER Association, Inc. , '' ' xcP tio. ' 1 1. ' 22 f , ,; , (, ' (: 1 , ( I ` # rl E i" i 1 l # { I \ / 12" �ak-� i; I ( ) :r i;�,t fp ,,1'.:.t 'i€,;€iIE;"II ': ,. 11€ 'i€ dl{,il, ifr€,. ill,fli'1 j 1 , 1 rri ';� t , �G e' C/O Real Property, Inc. _ '`,t#':.+.' `-"'ii1€, if #:si'' a.lilf Ij, #.:i'i';I,I1,; I'{I {I�,1z71Itr't`%I ,ti,j',7t,,t, f. _ _..-,__ ___,"r'ij.._ ....� / ! /f 1%�3.79- �47.'.43 Q � PID: 076M2-01-00-000BO CP €ltlt,l, ;?,II'' ,.f.11,IP ,i'!i 1. If lfl' l:ti';i t ;f 11" T ram' 470.16 0 Oak j �/ _ � \ - 8. (SURVEYED ACREAGE IS SHOWN HER i, j-It#llf .<', •s, 'tll ;,II :i+1' 1'i#I'1 1. ;1°i'` I`il;;Itj;•f;1;'I:Illi'Ijt,`/tfj/ �81r3 / % f / i X415.53 , p \' EON) DB. 3814, PG. 193 _ ,l'1 €Il3,l 1 + jj/i1 l l; I , 1i ,f 1: l'. 1 { r -, \ I ins �� \ ``i tl.,i,'I , t,;rtlti:;l- ,t'i, ti t 0 !i,titl II ;lli; ,'€ , l 1 �;';i'j tt:'r,t,fr,rrt-'I ' / Oak P X470.31J / \'y n V' "S p \ Zone: PUD : 0 1 l,. , I . # i t 3 <<I , ,;11; ! , , � , I , t l I !' .,I i € , E #'/, , # . i # , , , . € i I I , I # a, 1 ( fI r r r I` ��' 0' i'� i N/F 9. Release of rights to claim compensation and damages for the construction and i ^ - i 111,Ij.#;:,,,r r{,,€t•ii:ii;l J il" #I.'; !i#';€!(rit€i1I` li"f.l'11f ;i';iI`if tlit�l'i`I`1. /i'�i r/,t; I 1-' _` r I r # # , I , is " i , l ' /� r O \�-� Avon Street Business maintenance of State Route 742 granted to the Commonwealth of Virginia in Deed Book W o ;"':ji;illir.l,#;�,i!,Il =,Ii ,I, l ll1{'jlf ;?' 3'€!!l' f 11":'lI''jl! l;1Ill.l li,ffli`fi'' Ilft,, t i t£ ', ,, tr. 8" Cedar '12" Oak / X/474.92 ? f, t% O 2 PID: 077E1-00-00-OO1C0 W n r1 1. < l 1,! 1 t; , I I € f I , I. I; # ;,l! , { + t I. \ / / w \ , � 1 „ 429, page 219; together with related drainage easements. (CURRENT PUBLIC f 3 t€lII( ##(ill,`Ifl 1,r11£ t€,#lI,tl;'jt�' €llt;i: 1,ri,Illilll>'€j:`�,3It1€tl ,tj't tl\/ '470. 2 -8" Tree 6 0\ N \ ,:47,..9 DB. 611, PG. 4$0 - - .f1,'# i.i.`;%# °Hi 'fI�lfh:j !`. :Is ,; i,i'; l! ;;illl ##')E I# .#(l I!,!I' 1 l,t tt I inf # Ca e � .,,-"' < r f � f` -0 6 c,► � �' <4f .9, RIGHT OF WAY SHOWN HEREON) U -jIr i III .1, t#,i „Iiril' . f j I" Ili!, ir'I,# !#''a;j1i i "?'!'il# ' r 't t ! P # PP• J :t1 1`` ;( .. 9'`!i, `II i.!'}:;.€€ j ="i-€1 ;l' ' 1 r.,J' r= �' i, /� 1 1 0 X Zone: PUD } n o r' NiD.N 4/1 '. f € I ? I ; I j # ( i/ r ; # , r I' { # ; #I', t I l , " € : ' ; f . f I " i E l l ; { ,e I t # : , / /" X 474.30 \ T74.7 i 4 ',.81 10. Release of ri hts to claim com ensation and damn es for the construction and (� W #, .j1 ;I 'i(I -)i is i i:,l,,i r lii #. Ytj i J' ,I''Ii .,' 8" Cedar 'yam-' 4" Oak x3 \ 9 P 9 # i, £ f l l t 1 # I:'s l , # rl t l p ! l f ! l; I t t +,, # , j l . 1 ! 14 t l I l j i t l ; . i ; : I! t rt : 1 �'i t Oak 3-j c .t. r % r- P 1 j � r. V' ,�;Xt 0 maintenance of Interstate 64 ranted to the Commonwealth of Vir inia in Deed Book W o(O i' ili;IlfPf,..1!if,lr !IS'i lr:€ iv #.; i11,',t#'4 "1;, t,'I', t- I`i'1 t,t/ �� t X472.25 12 ,Tree Grass 0 0 4 6 a 9 9 �. l . 11 " i ; i ? # t,, t € t , ! ,I 1 I , _ ' 1 ! I I . i ", I I ; ; ;,' I . I j I I ? ' (I , , , # l; E" ! I i ; ; { . ' � / _ / \ ° cn } 3' 54 '�, '�" 4 P 9e 492 and Deed Book 523, page 298; together with related drainage sl, 'IIIIt.r1 i if 1' j' n,i llllr'i"Y€ €, 'iili,tli l i-'.t 'I j II€,t '#,i{ ;,z,lf ill' ;,a , 10" Oak / O , r 4 3 12 O -s iilii'1#t,,': f i€!;1, :i11:,it,,€,i'#i'I!f i:'f-i;illl(:II !;l llll''1I; #I 11'!I(t/'{r' I 12;; Tree {' / \ N \ O 4 , ' rtl i` I € € t r l i l I ,',€ r „ l i i l f l £ ?' . i ; € = l : I ; t I ; i l , /i , ' l l l , , i (r € l " , , / Tree- ,XX 471.00 _ 12 Tree 47 t 0 1 ' \ easements. (DOES NOT AFFECT THE SUBJECT PARCEL) ll "I ,1i7 '€ 3#=11rj.1 tt%!„ rl1• rl "ij31t't i; 'Pic i t #, illr € ,f, r _ 'i J , \ 12" ',lree \ N in ; l l; : t i.i l l ; I l l i i' I ! t 1 : , i ; r, l i , ' I �l # # i I ! ' €:,1' ; € l i l ; i € ; ; i , • I ,fi , l l ; , 1 ! ,,; ; 3 ; I , ; ,r, 1 l O 3" Cedar 4 \ 0 \ 1 1. Terms, provisions and conditions of Declaration of Easement and of Shared in r #'#li:a t+; #"f i Ilf E(tl S t t+ i � \ Z I i ! ' ' l i t t I I l f, l; i i = , I ' r; l l l € I ! l-f i ' 1' I � 1- I I 1 ` l 1, r' ; I, ,1 ' �odf <` 47 '` ` 18" Gk I N Maintenance and recorded in Deed Book 3471, page 413; together with the maintenance i r E #'I I' I ,± I i # } 1 l 1 > I l I-f l „', ? i 1 I ,rE ! . ; i J 1 ; al' t ' # j ! f-I t X 0 1 < 470.66 f t Q \�`,, ' `>r X 47 83 thereof. No liabilit is assumed for the non- a ment of cost set forth therein. AFFECTS llldflil(' ? i1j`id€E.'Ii ;,,,1!tj'; Illi, ,,,1 ;=,1#l€11it I i;i';1!ti.i ?l' ',, I ;il£I1;tr 22" Oak �" { I •-o -I -4.9� Y P Y t#r €tilt"(?I)Is ;#';i ,4;W11r"i1!l,'�'If€ill illi., ,11. ,Il•;7 1,1i, .3i7 f;1€?€#llrtr{/tl l ' •I �' " \ 1;= # 1III11l:Ii1!'g r,, i' ;Rl''l!I'`#i#'''I`;t'Ei`;t 1, i'" #'ll#1 `Jll �f- #, 11 trf!' T r 1. s <476.t5t THE SUBJECT PARCEL, EASEMENT SHOWN HEREON X `75.83 �' 47'.78 ) ;•# r i;lr- r 1#+,. i:, ii:_ ;t# t li J I � 3',Ced 475.88 p r g{ , I I E t # l, i i # ! \ r- 47 58 C ;111 ja(1 1 II If l ! €l 1l, j'#: i I 11i_I'I'; 'E 'f tl €I a"11 ak \ 2" Cedar " € i ,1 # = I (l, l .,. # # # �I ! l 1 E }I l f 't 11, W i I I ' , l ; l ; # ; t ; € fl 1 , i , l #' 14 1 ; I I #'I I #; , .; tj l / j X 473.86 t o -• L 12. Rights of upper and lower riparian owners in and to the use of Moore's Creek and "(' " r I E r ; : �- , j I € " ' t i l # i 11;.: , , , t � ! ! , , -, ; ? 1, , i I ,11 i .1 ' , g "'lilPlll „ . _ 474.95 76,68-% 47 .87 the natural, continued, uninterru ted flow thereof as shown on lats recorded in Deed STEEP SLOPE 4i . "' I .11ll'illi , " ,it it I,ll I11; t}}#.I ,;till Il 'i`''``ff# #llf l t;yi' „il€,#•11#£;r{/ <;,;,1, 8 OGk % I i P �}7� 59 1 \ P P r , ;°," ;ill fl.li 1ir,t;"j;i'I€!`(llilil € lt=t;l; ;l,lj'iiEI,,,Il:j 't,J1,1; '';,; , X 70.92 `_ \ O \� Book 3471, page 411 and Deed Book 4137, page 332. (RIGHTS ARE UNKNOWN, 100' t '-l#i'AI J;: i' ,' f i{ 1 I _ "I i,, I i,! 'l'"t, _..___ \ \ STREAM BUFFE S 0 E EO OVERLAY AREA t. 1 i :a I Kr ' ,t t €' v ' l , # , # I ' : t,1 f t ?,' I .n I rr #i i li Ii#.fl Ilil'l l'.#f 1l#: r+:t;' ittr { " yri J 3„ ''1�ee 1 F 4, �.70 \ s, o -t >f ,' '`' f 1 t { 1 fi ,J ';I#l? 1 I'ifl 1 ' <;# '; • fill ll ! R H WN H R N) . I;i ;ljl, :1,, i;i `I#' F #Ill tl t II' II..,' t lir'C{I°, rt`r ! % 6" Cedar } \0Co crete Pad ", Ilr } {Jli,l€"€".!'#';`' #If ;;€ itFliiEi#' 111{lf it#i3i`lrifirrr:'Ir'`r ?itlr% j s \ X '�T,`f.01 !€ ? } l l,I 11 t ''rE t I ,` • D 47E 83 13. Possible shifting of boundary line along center line of Moore's Creek as shown on :� -, lili i1'#. !Ir,: , II lit f ;1:l1.; 1£I,, 1€,1 I#j ! '," "{l,{iffif t` f It 1y V t ;, O ° __..._\__ _ X4176.30 i'47 .76 l i t i l l i l ifl; 1 l ; ! 3 l • I 1 ? € : ri f I I f = f:1# 1 : 1; I i'1 'i�tt'`r`r t ''', l ir, 1/ { t {`t., I 3" OG , 2" Cedar r•-" lots recorded in Deed Book 3471, a e 41 1 and Deed Book 4137, a e 332. j 476 3 /- ' 9 r;` it., Iji E r i f ,; !i,l ,lj#i lI 1 l •£ i.," i/"i`','i;',1W ,J,' '' 12" Oak f r 1 P P 9 P y # !' II#1; ;(.' Ij?.e,l r,f I(1.€ lr"' ;,1; i °#;?;Ir:,tr,{r:.%{-,', ,,tr� t� Xff71.13 I \ S - 5\o0ak 4 5.6 ry i t 1.i!!11It ;#'"- I;€'' ,,l'lll;i tfi"l#1 lfililf j#it',I',f,'.illi{ij7)'1,`i,,,Wferi?[ , - t-t4,,5.8, CURRENT SURVEYED BOUNDARY SHOWN HEREON '; ft1'llll'IFlj:l#lijitrr> ;jel Il.€l'; .11'1 l!:I tt/r;l',';".,,r r;illit: rir;lj£ ' 1 ! 20 No -Disturbance Zone O \ f" X41 .42 ✓,;c � \ X477.6' 4Pi.90 �b , (# t ! l t " "t{ , ; i , l : € �? PB. 3471, PG. 411 4" Tree N ( ) 2 ,, i i , :' ; ;1, I } 1'!,1 I i' f I ,t, , ! I ; f r 1 ; I <, # I l N i f i , # f f l i , Il; {11 " ,I ,; f,iiih,"I j!{ `,'I `f1. 'I t ! i . i i, t` r ,' 4" Tree � 14. Terms, provisions and conditions of Boundary Line Adjustment Deed further recorded ,p � € ``' li€11111'I`' I'.::•`, t„' t ,'✓ ,'s '<iilliii.,..,r' r /t It,f1,,jr'I,,r,.- ;,tl) 1kr1 .I - •-€ PB. 4137, PG. 332 \ ' . _ - - - l \ CP ,, # I {`" ° # ' • • I { (1 I i i r„ € , " • ; ; # 1 i' E -' ` ` l l I' `' , .' 1' i t({1j 1 ' r%''`' 11,'r,lrjtljf # I ' i-a ; i' I ,r, I I tf : t Exce tion 19 22 12" Tree Destiny of Lynchburg, LLC 79•"0 j- c� in Deed Book 4137, page 325. (CURRENT BOUNDARY SHOWN HEREON) :t y l.i I1, ?)if, tf ,#,il.,i;i€r Il .#('f,!/'ir1,/'ftl,rif3 ;t;'F:;f, Ill II'.'r3 ,, P # 471.22 :< 10" Oak (\�/ — — _ io # ll-'' H! lI; 1',, i1f `„ ;'rI, € ;1t F / <, 1,?>tt/It/ ;i l , ,i'r« jt =i i PID: 07700 00-00 011�0 /f o \ rn > t.,tF.;li, ;,1i,,<f"ii,. 1, i, .I :II.E tr-j /<fi,, ,tt,,r U, '£';li;l, 1, .f1 I i , ' 15" 'Oak 15. Ri hts of others in and to that ortion of the insured ro ert I ' I l It€;riiil� ! ,i;,={ t r, ,1 F/,rt r, {,,,#, 'lif'Ilil€' 12" Oak /" 0' 9 P P P Y Y 9 { s� DB. 4137 PG. 325 ; in within the ,n r -: (-#,,,. it I (; il, tjlll; "(tll .+' '' Jf'l/If; t,' t;i,1 -i .I €� 10" Oak � �< Zone HC & RA 3,,,'Cedar S 1-,: ? iy t i i ! ' E ' l , "; 11 I; l(, `'1 ' , t �1 t{ rI'ke I �.i- 'f m ° bounds of New 50' Shared Driveway Easement as shown on plats recorded in Deed Book r if <= I ' X f r l ' I: j t>, 1113 ' I "l ; t ' i I t , ;1 r+ , 1.-t: / "r / s, ", - r ; ! ; i st' l ; i I 1 t'l; i *L' /' 10 Oak Fo 1 � i Q i , , ' ` t f 1 = ! , a?' l , , l :11 f ,I i trl;f,.ilrj # i; ; ! ; i" l ' ; 1€ ' i -} I t `' : r �. Area: 190 876 S.F. ' X 476.23, 11 3471, a e 41 1 and Deed Book 4137 pa e 332. AFFECTS SUBJECT PARCEL AS SHOWN €t1(; €# €,€ i, t'f lill1i,Xl ,i. ,i:;r r ,t,tj,, f,EI 3 i'i'.l Ill ,1,_ ti}.i1:, or 4.3 2f - - P 9 9 f ", W € ;t'""'culil, rrk# :t;Ir 'I:1' I,Y';}' rj li<i;j 1, lilt(; 'r€ II;,pl,, i8 0ek ' � X471.28 . \ 8 Acres \ I y g � c ? HEREON) ,f =r W Zt;tl i£€,f; I1 1iIli}#t.i#t±`ir,`i€jtt?/:`%F`ttt'£'i't`,,,:i'i#Ii, l€it ;i; .;'I.?1.V!'Et, ;i;� l r ` 20' Utlllt & Draina e Cr ��.'77. 8 +. Ilijl' } ,',0 ,' `t, ,, t;i is-1:! I 1t €' ,. f / / 4-/7.1_ W Z " 'O :fi(llt+ ) ; 1ii'll€ ', / 'Ps rl 'iGjj l Ili ,I'3$ ,1 i' I `' i,€ ! C t % t Easement F° X 78.9© : �, � O r ' 111 r i f ° 1 f f I' i ! ,,fJ r `/ 1,'= £Itf ii.! ' i E d ' ;. ! < I I ; I i 1 ` `'{ i , ' i 1' i €J' ; € ', '� 8" .-<�.,k / \ % / PB. 3471, PG. 41 1 47 "15 16. Rights of others in and to the use of 50' shared driveway for ingress and egress t N N ;' €, "' r I „ �' I t 9 # € I ttrl i j /t'". _ `_:' "f 1' I''' l l I i # #'' i i i i i ` f ' il' l I!'' € i'I' ' / 0 2 48C 4 \ 0 10 to and from State Route 742 as shown on lats recorded in Deed Book 3471 a e 41 1 J1,(ii�`i+iLOt' '.l{ 'J€'711'1//t „i",,I€;''jE I11?si' f€;€ !III € r.i!,, I,I;i; / 8„ Tree/x2^.O f��y I Excepts n # 1, 22 � G P P 9 , Q,,i;l'l!ilt:r, it fI'I !.! ,., ,1',.j,l;,! .1't' I' Iifl;:; I ~i';i: li' i:f l"'" ' f I 18" Oak x2 71 /C 478.03 X'" - r and Deed Book 4137, page 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) H '' < #'ii''ii,I I! 'f;I -,! r{(_ tr`,'t`rrJ`1i''` €{;'li'll;�,ti11 ;III€!il'{.,i,l{� €it,r}' "17€ i k�}f€ ?X471.@1;' /f ,'/�- \ X4 2�' ! ! ' \ (; (- , 1� a ? ��> .#,f'f' , ..!i :tr1 t;{ t3! :l , lfi. :11`s;i1, ,€','E I{ il. ,II E f l Apparent Encroa hm nt an f . • M �y t # l' ` l l l i l l ,,', i t' #-?i1/ /;its' i (' i { " `' { i # i g ; € I , ' "''1 # ; ,, I I ;' rl i ; tj ! j,': s! ; ; ' ' , i ; Grass 8" Tree x3 6 f/ Concrete idewalk -+ i,` 9 17. 30' front and 50' rear building restriction lines as shown on lot recorded in Deed Z CP > W ?11I 'l;i t ril?'tt /rif '# �I€l'l1' ,1i'I,fEj1 'I _'1"i'1}•�',:riii E111, Ill s1 ;lt,, _i % 1 P t \ Book 3471 a e 410 and 411. AFFECTS SUBJECT PARCEL AS SHOWN HEREON li j1 €. .£ 1 ,I t,ii, f,t i :; I, ,f .I', £ l€ 5„ Oak �' \ � fr � Ipl s C1 ° ) 1 ,P >rl i ic£i lI! �l.l,-j.t,=t I ift l,litt 'li. i€(I, t,'1I i ,i .I :€t \ \, `t' P 9 :jJI #. C _ -r f '!,)sIiji{rilis`',`I#i'1;' i. it l''ilii'91.I .1 i€,;le j,t,;f 11. .`Il j III'I1iI i 1i , 1 ,ill, j 50 r. / 1.0 Ipinf 1" <Q075 O -c , i ; ; ; t t rr�/'l l lit ,; } 1 'I 111,, ; • i, , i I l ; € " j ; j I t1, ; l t ; ' Y € I (I : I € ; i + a ,'" N XX I Or' 18. 100' stream buffer as shown on plats recorded in Deed Book 3471 page 41 1 and #.Il"i I t ,,f 1i€€ i1i1i, ,: i,i ;Ii,..,a'"Ii i„ if: li T' rllllto1 ,$I 11' � 14" Oak \ ' o� 478.1�� t; f , ,", l , ; € l : , t I , j ; ; ; j ' { ; # ,l t ' _, t i ,.". i I ' ' � � A 6" Oak -� ; Deed Book 4137, a e 332. AFFECTS SUBJECT PARCEL AS SHOWN HEREON ,' I ll' ll a •ii },., 1 X 71.371 X �71.67 47, .4.' P 9 ( ) i°t:y'tijll(l;;iI,'!ilt}l; tIi ,I, ;"'l;l:llt;' ijf r€ #':I!l< i# .-=� I,;itt .I E{'i I;,�j, r' I r o ri I �.- f X480.39 � L -479.15 ,1,4 I I 1 I € ' ' , ' I ," ' r \ ' f 4aa.o3 , f i , € , , j i s I I € I I I l l i l ' ' l 1, i " l i { f; i �1 . € 13 ; f ', , 't , ; i i lit s ; l ; /' o ;r' 19. 20' n n plats recorded in Deed Book 3471 page 411 # € ,1€ 3' ' E t' " , t le i : , , ; ` . t`• j . i € , , : I t �:, , ;j. , ; I l I % \ no -disturbance zones as show o t I l ,'l If.; ; ; ( i, ill: % o f X 76.85 4„ OGkI r - I I , t , € , i i ; , i ; l ' i 1 i i E I ' ' r;1 i l-I , ;' it i , i l'1 y , "°` " ; i s 1 If -5 f r' /n4b 1. /9 3 891 125.38 and Deed Book 4137, page 332. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) l i .l it#'11 I ill Ill slit 'iiE i 'Ilri' #itr'' Ili ,'j II -, � t 10 Oak � _ ' ; d # _ - \� N -r N/F It 'il ;,;" I. 'I!Ii,11='z'-r ll`I:#ll;,l€; > ,,sir.,, i€ lfi lli ° o \ Boring B 1 �, I' l ' i ; ; " "t 1- ; I i ; t 11 485 572.24 20. 10 arkin setback as shown on lot recorded in Deed Book 3471 a e 41 1. Avon Holdings" LLC li I;'_f.lI l I" tl!I€„'"` t ;"€Ill-i li ;,!1QY„ Oak,t # o`�� ! /C478,93 .'~ t ,1, \ I 3.. i c> i r P 9 P P 9 PID: 07700-00-00-011 EO i {' I ;,a l , ! ! ,, I' i i i :1'.fi; i�7 /� r ,° I < 481.4 (SAME AS CURRENT ZONING REQUIREMENT SHOWN HEREON) i ` l i ' 8" Cedar r' " 1 \ DB. 2872, PG. 510 i ` I t, i i I. 4 i f'i i I , CD -, £ \ i ' , 26�w - X 486.47 C1 'i1; ffi ,; }".�I ' ' ', .-, 3 i % 8" Cedar Zone: PD-SC 3j ,; , € { l ` 1; t' i r I j ! l., o Boring B-3 h`1 l } 21. New 20' utility and drainage easement as shown on plat recorded Deed Book 3471, 3.s>> 1 1,,,: ,II %_ 51.r r' _ c'481.1c 471:2W l tt/i �. , \ .� r' page 411. (AFFECTS SUBJECT PARCEL AS SHOWN HEREON) PARCEL DESCRIPTION: �2, > T 471.8 °; ��8„ Cedar i X 472.41 d 0 k C g 28',.- .477 4z5 " ~ '' a 4� .22 / 1 5 I 9 ---- ` o 'E 3. `� 0' 0?` 8" Oak t`" 6" - \\ ? l EJ487'02 \ \ ti 22. Matters disclosed by and set out on plats recorded in Deed Book 3471, pages 410 ALL THAT CERTAIN PIECE, PARCEL, OR TRACT OF LAND LYING AND BEING IN ALBEMARLE COUNTY, W I ��, \ Pine - "-~'-' ."-' r- v , `, and 411 and Deed Book 4137 a es 331 and 332. AFFECTS SUBJECT PARCEL AS VIRGINIA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: ! �l� I \ , / " r r - --,j<' rFvi \� \ P g !12" Cedar X 471.60 \ / I 5" Cedars" \\I 3< 47-6'9 �'Jky 4` t \ SHOWN HEREON) BEGINNING AT AN IRON PIN ON THE WESTERLY RIGHT-OF-WAY OF AVON STREET EXTENSION (60 FOOT PUBLIC RIGHT-OF-WAY) HAVING VA i' # % t \ t .. X y12" " Cedgr' r''" - f .- ,s ` , ' J ~ ' t'N SOUTH ZONE GRID COORDINATES OF N 3,891 340.03 E 11,485,707.76; THENCE S32'15'48"W A DISTANCE OF 253.85 FEET TO AN IRON PIN, ' t 14 Pine - - r 'i' r' N/F o \ 23. Terms and conditions of agreement with the City of Charlottesville as set forth in 16" PineJ _- _ r" 9 Deed book 658, a e 744. EASEMENT NO LONGER AFFECTS THE SUBJECT PARCEL, X 469 r >` „r rX 487.10 Avon H°Idin s, LLC 6 THENCE N57'42'26"W A DISTANCE OF 299.28 FEET TO AN IRON PIN, THENCE N22'50'02'W A DISTANCE OF 373.97 FEET TO A POINT IN THE I -", - _ _ - - -- " r'"✓-' `-=' - PID: 07700-00-00-011EO � P g CENTER OF MOORES CREEK, THENCE ALONG SAID CENTER LINE N57'11'15"E A DISTANCE OF 51.96 FEET TO A POINT, THENCE N81'28'47"E A `:' < , I 1 rr` ,,-- p. r'' r" t. ; PARCEL IS A PORTION OF PARCEL A AND B PER SKEiCH) > n I ',"s' t `€bs'✓y,, ,,r'r,/; ,r r,e, ._.-''r,,,.r;,,..-'" DB. 2872, PG. 510 „<� / DISTANCE OF 54.89 FEEL TO A POINT, THENCE N55'45 06'E A DISTANCE OF 70.70 FEET TO A POINT, THENCE N51'48'15 E A DISTANCE OF I t X 471,E / >, . ,, ',R, : ''rr'r Zone: PD-SC -" 1 24. The followin matters disclosed b ALTA NSPS Land Title Surve b Surve Matters 84.44 FEET TO A POINT, THENCE N40'17'05'E A DISTANCE OF 124.94 FEET TO A POINT, THENCE LEAVING SAID CENTER LINE S56'00'47"E A / _ ,�.. ,,-<' 1 - ,< \ LLC, dated August 10, 2017; DISTANCE OF 176.28 FEET TO A 23 INCH OAK, THENCE S33'12'46"W A DISTANCE OF 230.95 FEET TO AN IRON PIN, THENCE S5T42'09"E A Ip#ns �101rs; °r '''"'�; .� TO: CROSS DEVELOPMENT CC CHARLOTTESVILLE, LLC \ C 481.36 a. shed which encroaches DISTANCE OF 65.00 FEET TO AN IRON PIN, THENCE S32'17'51"W A DISTANCE OF 75.00 FEET TO AN IRON PIN THENCE S57'42'09"E A DISTANCE > "1� 72137' '- `,1 `'"�-''1 r'' J' CHICAGO TITLE INSURANCE COMPANY �,. (� ��' b. concrete sidewalk which encroaches u on the insured ro ert - 47 0.; 9 9 . - " r 9-. r . ..,, -t _ :, j � P P P Y OF 231.35 FEET TO THE POINT OF BEGINNING AND CONTAINING 190,876 S.F. OR 4.382 ACRES MORE OR LESS. X 469 63 - -- - ' ;:1 �' `- , --' .; 't c. gravel _ -- �; J ~ ," ✓ ,f .- X 83.68 THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN \ BEING THE SAME PARCEL DESCRIBED AS: - _' ' -� <,�-- ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE / 6 _ " 11, • T R OI` SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1, 3, 4, 5, 6A All that certain tract or parcel of land, situated in Albemarle County, Virginia, containing 4,382 acres, more or less, shown as Revised .IParcel _"X 478:50 -w X 481.55 ��,A G� 6B, 7A, 7C, 8, 9, 11, 13, 14, 16, 17, 18, AND 19 OF TABLE A THEREOF. THE FIELD WORK WAS Fsl r 1 1 F, on a plat entitled 'Boundary Line Adjustment Plat Parcels 1 1 And 11 F Of Tax Map 77 Albemarle County, Virginia Scottsville Magisterial �- COMPLETED ON AUGUST 10, 2017. \ District', on a plat prepared by Roudabush, Gale & Associates, Inc., dated November 1, 2011, recorded in the Clerk's Office of the Circuit \ f / =" Court of Albemarle County, Virginia, in Deed Book 4137, page 325. � NICHOLAS L MANSHELD o� License No. � \ BEING the same property conveyed to Destiny of Lynchburg, LLC, a Virginia limited liability company, by deed from Robert G. Archer and 3269 J>" \ 12" CMP Sherry M. Archer, husband and wife, dated January 11, 2008, recorded January 16, 2008, in the Clerk's Office of the Circuit Court of � q NICHOLAS L. MANSFIELD DATE: 12/11/2018 REGISTRATION #3269 f %'`K` � Inv=482.64 Albemarle County, Virginia, in Deed Book 3540, page 183 (As to Lot 1, 1.736 acres); and BEING the same property conveyed to Destiny0 of 1/', %, . 1,}; I' 1 *THE WORDS "CERTIFY", "CE IFICATES" OR "CERTIFICATION" AS USED HEREON ARE UNDERSTOOD TO BE AN <48'4.3t' f X 83.70 Lynchburg, LLC, a Virginia limited liability company, by deed from Gregory Allen Love, dated February 13, 2012, recorded February 24, 2 12, EXPRESSION OF PROFESSIONAL OPINION BY THE SURVEYOR, BASED UPON HIS BEST KNOWLEDGE, INFORMATION \ i X 8�, in the clerk's Office of the Circuit Court of Albemarle County, Virginia, in Deed Book 4137, page 325 (As to Parcel X, 2.646 acres). AND BELIEF, AS SUCH, DO NOT CONSTITUTE A GUARANTEE NOR A WARRANTY, EXPRESSED OR IMPLIED. / Q3 , ,,':;�f, '� icrm7 4 V) W U_ J > ,—, U) W o0 rn I — Ct 0 o r Z — O 0 W � U t CQ ! N p Cd `E � r- I � t / L1J , J U) a ti ,-, I, Ie--i ;3 ," <j � 7f v u J . U � I- Z W I- Z ��cnzz � Ul U) O ZOI-ww w U Z 7� w0��OO � UI O�oUo 00 00 ,-i r-i ,--I ri 00 O O O O ri N N N GO N O � *� �D N N r1 O 2 N l0 I- � r-i ,- q �' 0 I ti U w U U . z � W (U� L ' 4, � 0 ,- M� n r �i ( >\ - F%^� 4/� w �- F-�I 7U H r _ � O W (� � U U r� Q Q W 4 QQ2—,`--ed � Q, (J) W F-- ,� � W 0 0 Ul O q DRAWN CHECKED BAC NLNI SCALE: 1 " = 30. 0 15' 30' DATE OF SURVEY: AUGUST 10, 2017 DATE OF PLAT: AUGUST 16, 2017 PROJECT NO. 17-099 2 SHEET NO. l 01 i 1 l ' t IN ca \ \ � ''• \ \ � H f X 4ib'4` '-,X �5 X 474\�0 X 472.52�, N v 478.98 L �, \ \ \ `� o Z 48 p + 6 Oak \ \f A) a� X 476.42 X 475.83 J �c� .� �/ ca '� � � � � 1 � �X``4"7.8-Q.3 • \ `•, \' \, •rem �.�C 474.9 2 \ � 0 3" Cedar~ o � t� � i1 � � j I� .tea o �� • ~~°., ~`ti \\ \ � � i � 2" Cedar �3j� �� �, X 47 P.64 i i X 470.19 X 475.5� IN, 3 � Xj4 6.f71 ^* O r 1 \ 9' 2" Cedar 3�" Cedar T _ j I _� lm� �� 4" Oq x3 X ti �a It, 401D X 487.57 0. °o ~ " lea / - -- - - L X 481. 3 >D� Q' ° �� 5" Oak �` auil >f�}aS 6ulpling � `'~ o c„ ' - Q 12" Oak 6.> Oak x2_ l v 488?$487:66.. •..� �Q� - - - - _ - - - l \ 7� _ G Oa �I wda o •- �80.71 r 4$0.' 4 0 ✓ 475.40 awl �aDq}aS bu!j 4' Oal✓`' I ..-X-488:-43W-4&7:��•87:6 487. ?�._�Z (1� - / �d - -�- s- X 488.62 \ X 487.67 486.9 i a - -�( 1 p� 4'� Cedar c --"' a 3" 0a 253.85' -�S3 15 -' 473.79 �" "r 3 0 ' _ C ar� ��-_ ------ - �' 47Y29 72.60 3 _ 4 8/S3 - t X�88.08 .X_4 ��. �� _ _ _ \ \ \ Q 70 `� 4z3 �2- -_ - -- _ �.- � a�-- - � -. 1 a;1nO n' uo 1 7 - ----- _ __ _ --- 47 _ 79.99 __ a I� ; Via, cs, - asp sr ,...W ar ti __ eta O SZ _ `s }IDy sy ;o a _ __. .._._......__� .. _ ._ \ X 48S� 21 �j �� 'C _.. _ g___ - _........�.,_ _ cy �. /CD n a• \ � 09 _. ---•--•--- ___._.....,__...__... _._ ._.-"•:0::::.::...w._ �.__.__. ___. ___.___,_._ _ _ _�. (6tZ 'Od 6Z1ti_ )� M �Om �4 �!(q d�}:_, . �_w 1.._.__..._ _...__. _.._W_ .._..______--_______......_ ___._. _...._� ._.. _..,-.._.. ._ __ _ .....___M____ _-- _._ ___.._____-_ _ .. _.. ..__�•�-� ..:_ �.:..:`_�,���,�...__ ..w_:_.. � X 47Q.84 . .._.X•.- .: . -�---- X 489.91 � -d----- --___._....._._.,,�.....__..w....._______3f_�5"......�-__��._....__._......_._. ....�,...,µ....__ .___. _ �__ __ _-____....___ _ �-_- _ _ _ _ ....._.�.. _-���f��7-:%&...•., -� -�:�- �,.-_. � �,. � �. 'Z�L 2��S�OISN31X�1�332iLS NOnd' 475.41 _ 46 t 47 _ 47j -Q -- 473 i194��" _ X 4 04.. _ # 78.42 C , q, gam- 487. {�E482 �- _ - %>�4G--- 479�478C 47 0 ¢7$ 477 - ~476.--__ 475- - _ "`}74 489 �8 �4� 485.5=--- 6 9os s�1� 47�iE�o X 47�$j3 .r-,j - X �, a 6 s -- ---i� `� o- " "-} - - - - - �- - - X 480.22 47,� __..._ _ c3 _ _._..._.'X 469`34.. Y i X 490. / LX 489. X 84 5 484.04 X 481 36 - - - 8�.9�1488. 2 cP y" c \ L � iU �.._....__-___»_....._..............._........... ,.(t� "._"_"..'.'"".___-_- -- i l C3 __� � i. t3 _........._... ______......._,,.._..... is t3..._......_._._.._._.,......._........,._....,......._. r� __ - ;/ u, \ X 484.92 X 48 7 �,. _...__.__ ._.._.__ ,, rn n /� c�-._..._?4-...__a_... 88. 1 '�'�`� X 486.45 o p� v � � 0ao J � tiv n aao 2 �a !va'� �a Q'a �a oc.00�\ o(0 0 0 3• oCo n 0 •4474.95 X 47430 T\x 472.52} p i a me x r, .0 o Cq ' �, X 475.83 �76.42 •01 � \ \X 474.92 0 �i 2" Cedar X 47 .64 X 470.19 \� X 475.5� �! 2" Cedar ,13 Cedar 4" Od x3 `v Gt / } n ! �� aull 1__) }aS 6ulplln8 `~ y 0'4 ,,, i 12" Oakes 6" Oak x2 v -A0 a � rnvw R 475.40 awl �{aoq}aS {JD 6u1>.r -� �--.,� ak � 1 Z53.85a� " S3 15' ✓ 473.79 3" 0 C r-A 60 S _ 4 46/53 4 7.1=2:99 -'�Z*L5: ")/140ISN31X�1� 81S NOAV, 474 94 ... ........ ____.___ ._._�_�.._....._ 4' 5�_94 �- 7477� 472 J. .__ O U 0 a 0, o � CD c) 0 v oCbom� O o 3• O � n � O JIM Y, 6 -j 471. u °j co wa v 'eJ O, co X 464.45 -4 CID N0) as LEGEND PROPERTY LINE - - ADJOINER PROPERTY LINE EASEMENT LINE WATERCOURSE = STORM DRAINAGE PIPE WATER LINE wtr GAS LINE gas ohe OVERHEAD ELECTRIC 0WV WATER VALVE v HYDRANT 0IIPINF IRON PIN-REBAR FOUND %AILF NAIL FOUND • IRON PIN SET-5/8" REBAR (PINS •CP CALCULATED POINT CU.) UTILITY POLE 468 48, --' ma NOTES: 1. NORTH ARROW, BEARINGS, AND COORDINATES ARE BASED UPON VA GRID NAD 83 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. 2. ELEVATIONS ARE BASED UPON NAVD 88 ESTABLISHED BY STATIC GPS OBSERVATION AND OPUS SOLUTION. 3. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS: A. PLAT BOOK 4137, PAGE 332 RECORDED IN THE ALBEMARLE COUNTY REGISTER OF DEEDS OFFICE. 4. CHICAGO TITLE INSURANCE COMPANY COMMITMENT NUMBER C13061 WITH EFFECTIVE DATE JULY 4, 2017 WAS USED IN THE PREPARATION OF THIS PLAT. 5. THIS SURVEY MEETS THE REQUIREMENT FOR A CLASS "A" SURVEY (1:10,000) AS DEFINED FOR THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF VIRGINIA. 6. THE AREA WAS DETERMINED BY DMD METHOD. 7. ALL HORIZONTAL DISTANCES ARE GROUND DISTANCES. 8. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM ONE CALL TICKET #A721403244-OOA, FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 9. THE PROPERTY APPEARS TO BE IN FEMA ZONE "AE" AREA WITH BASE FLOOD ELEVATION OF 372.5 ESTABLISHED AND "X" AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN PER MAP #51003CO288D; EFFECTIVE FEBRUARY 4, 2005. 10. ZONING PROVIDED BY ALBEMARLE COUNTY TO BE USED FOR INFORMATIONAL PURPOSES ONLY. 11. TOTAL AREA = 190,876 S.F. = 4.382t ACRES 12. NO EVIDENCE OF RECENT EARTH MOVING, BUILDING CONSTRUCTION, STREET OR SIDEWALK CONSTRUCTION WAS OBSERVED ON SITE. 13. THE SITE DOES NOT APPEAR TO HAVE BEEN USED AS A SOLID WASTE DUMP, SUMP, OR SANITARY LANDFILL. 14. NO VISIBLE FLAGGING EVIDENCE OF POTENTIAL WETLANDS WERE OBSERVED ON THE SUBJECT PROPERTY AT THE TIME THE SURVEY WAS CONDUCTED, NOR HAVE WE RECEIVED ANY DOCUMENTATION OF ANY WETLANDS BEING LOCATED ON THE SUBJECT PROPERTY. w a A -N o\ c li A r 464.43 -I 46464.01 �462.94 466 7 442 X 447.86_-- S^468.48� _ 8 X 466 33( 465.86 __.. ........ ._...._ .... _- JIM _. JIM 0he�469s°b '7C�#69 34~- �C 467,23-466 - - -- 6 ' _ -�4 4 t , Y\459.02 a -A XjL4adjkj.57 __X4!.5 5o a 49.0 � , X} 4 .11 442.93 442.00 X 440.63 X 1\ 1 X� 50� 0 � tx� �7 j 4 .1 442.97 X 441m5� _X 440.31 j--_e=lCtg4�1�1 _ XF41 09 _ = -X 439.71 10 mow., _ = _m z _ _ ;. __:.. _ : X 446.11 9. ' ✓ wtr C _ wtr _.. 445.94 wtr ✓ _ /4 % wtr wtr rvv 4679 - --_ _ -- - -- - _ -__ - wtr wtr-----_o X 462.77 462?';= _i0~X 462.70 L X 462.37a'>460.06 49.59 , ' ^ . _"}" c� n O X 459.21 �)- 1 X 45 6 q A Xr 458.�8 X 457.03 / A °' 459.60 X 455.69 4S5 X 454.23 X 453.24\ 3 �C tiC CO o) X 45'1.- 8R5210 X��11 �0 IA0 p s NICHOLAS L MANSHELD License No. a 3269 1% � 01,01 ti W 0 C/) W 00 N (n Rt 1ui � 1- Z C 0 ~ } V CIIt W CQ W i pul a� G w rh (D ­4 Q >N U �� Z � � j't V ) C/] V7 Z H Z W V7 � uj O O O N O tD 0 h � z �Z� �Orx Z M w w xz> Uwe z U "0 �~w ►-aw0 U a wO;>Opw� O W O p u 0 < DRAWN CHECKED NLM N L M SCALE: 1" = 30` 0 15' 30' DATE OF SURVEY: 2/11/2018 DATE OF PLAT: 2/13/2018 PROJECT NO. 17-099 3 SHEET NO. SURFACE SUMMARY (IN ACRES) TOTAL PROJECT AREA 4.38 IMPERVIOUS AREA AT COMPLETION 1.22 (Otrarre ONLY) PERVIOUS/ SEEDED AREA AT COMPLETION 318 (On-9M ONLY) s AO 24' WHITE STOP BAR E 'STOP' SIGN (SEE DETAILS) © ACCESSIBLE PARKING (SEE DETAIL) © 6' TALL WHEEL STOPS (SEE DETAIL) DO DUMPSTER PAD (HEAVY DUTY CONCRETE PAVEMENT - SEE PAVEMENT DETAIL) O TAPER NEW CURB E GUTTER FROM 6' TO 0' (RE:GRADING PLAN FOR LENGTH E ELEV.) O NEW SIDEWALK (SEE THIS PLAN FOR WIDTH) © 6' DIAMETER BOLLARD (SEE DETAIL) O SIDEWALK SHALL BE FLUSH WITH ASPHALT AT ACCESSIBLE SPACES E AISLES 10 PROPOSED 5' CROSSWALK (SEE DETAIL) JO HANDICAP PARKING SIGN (SEE DETAILS) KO SITE LIGHTING (RE: PHOTOMETRIC PLAN) 6' WOODEN PRIVACY SCREEN FENCE (SEE © DETAIL). FACE OF FENCE TOWARDS ADJOINING PROPERTIES E R/W OM SITE SIGNAGE O DOUBLE 6' WIDE SWING GATES FOR POND ACCESS (SEE DETAIL) 00 CG-6 CEG PER VDOT STDS (SEE DETAIL) © STOP SIGN (SEE DETAIL) © 6' WIDE FIRE LANE STRIPING (SEE DETAIL) ® 3' LANDSCAPE BUFFER (SEE DETAIL) �S NOT USED TO RAMP TYPE T - SEE DETAIL UO RAMP TYPE 7 - SEE DETAIL 0 2' WIDE CONCRETE FLUME (SEE DETAIL) WO CG-7 CEG PER VDOT STDS (SEE DETAIL) O STRIPE WITH 4' WHITE PERIMETER STRIPING E 4" INTERIOR STRIPING AT 45' E 24' O.C. 0 4' CONCRETE SWALE - RE:GRADING PLAN - SEE DETAIL O TELESCOPING GATES - RE ARCH (NOTE FENCE POSTS WITHIN GATE AREA SHALL BE STEEL PER ARCH DETAIL) ® EXPANSION JOINT SEE DETAIL BB SAWED JOINT - SEE DETAIL CC PROVIDE HANDRAIL AT TOP OF WALL (RE: SITE DETAILS is RETAINING WALL PLANS - SEE HANDRAIL NOTE THIS SHEET) ALIRWARLE COUNTY GRO AL CONSTRUCTION NOTES: I. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING r 1 j IA lza_ G �`U I CONNECTION TO ANY EXISTING ROAD, A PERMIT70 6' WOODEN SCREEN FEN � SHALL BE OBTAINED FROM THE VIRGINIA AT TOP OF ± 3' WALL E 50' Ex. Shared Driveway Easement DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY (RE:GRADING PLAN) 2 LOADING I (To be 1 , PG. abandoned) REFLECT THE REQUIREMENTS OF THE PERMIT. 4' SUBGRADE BUILDIN SPACES C PB. 3471 , PG. 41 1 RETAINING WALL J �°• I PB. 41 �7, PG. 332 WHERE ANY DISCREPANCIES OCCUR THE N/F FOUNDATION WALL (12'x25' ea.) (RE:GRADING PLAM N REQUIREMENTS OF THE PERMIT SHALL GOVERN. Avon Ho 1 d i n g s , LLC s `° 2. ALL MATERIALS AND CONSTRUCTION METHODS ID- 07700-00-00-O l 1 EO CALIBER HANDICAP PARKING SIG U c ;' DB. 2872, PG. 510 TO BE ON POST PLACED SHALL CONFORM TO CURRENT SPECIFICATIONS Zone: PD-SC I Use: Vacant CONCRETE SWAL - COLLISION AGAINST RETAINING WALL J F 0 NOTED. RE: GRADING PLAN) PROTO 186 5' CLEAR WIDT C AND STANDARDS OF VDOT UNLESS OTHERWISE 7 3. EROSION AND SILTATION CONTROL MEASURES I Q • 18, 635 S.F. RETAINING WALL F 6' WCTH SHALL BE PROVIDED IN ACCORDANCE WITH THE - (RE:GRADING PLAN) .: r APPROVED EROSION CONTROL PLAN AND SHALL PROP. 30' MAX. SETBACK Y FEE' 475.01 BE INSTALLED PRIOR TO ANY CLEARING, GRADING FROM SIDEWALK) + OR OTHER CONSTRUCTION. 20' Utility & Drainage STEPS (RE ARCH 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE 4.5' SUBGRADE BUILDING-� - _ Easement - - - - C' T X FERTILIZED, SEEDED AND MULCHED. FOUNDATION WALL (+- 4.5' CUT ; . 71 "tea" ¢ 13- - - - - � 150' 30' PROP. MAX. NC BUILDING SETBACK 0 0� WALL) I' SUBGRADE BUILDI r 5. THE MAXIMUM ALLOWABLE SLOPE IS 2.1 • w (HORIZONTAL:VERTICAL). WHERE REASONABLY PROP. 10' MIN, SETBACK-­---...q FOUNDATION WALL M * ' E:GRADING *0.034 ACRES DEDICATED T THE COUNTY FOR PUBLIC USE OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER (FROM SIDEWALK)- - - - - - - - - - - _ _ _ _ _ _ _ PLAN, NO RAMP ARE TO BE ACHIEVED. PROP. 10' MIN. HC BUILDING SETBACK _ PROP. 10' R0 T PARKING SETBACK PROP ROW-" 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED i DITCH MAY BE REQUIRED WHEN IN THE OPINION - X. RO A - - OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS - 0 DEEMED NECESSARY IN ORDER TO STABILIZE A RE: OFF -SITE ROADWAYROW _ __ **-0.045 ACRES DEDICATED T --484' (5TH ST STA PK �860' (AVON CT) —�- DRAINAGE CHANNEL. , 0 IMPROVEMENT PLANS FOR THE COUNTY FOR PUBLIC USE 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM RE: OFF SITE ROAD WITH THE VIRGINIA MANUAL FOR UNIFORM SIDEWALK is CURB E TRAFFIC CONTROL DEVICES. GUTTER DESIGN ANON STP0tT EXTENSION S.R. 742 -IMPROVEMENT PLANS (BY ° �. - - 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE (60 Feet Pub k i A�t-Of-Way) (DB. 429, PG. 219 0 KY). SHALL BE REINFORCED CONCRETE PIPE - CLASS HAI�DRAL N01E 'a OTHERS) III. BUILDING CONTRACTOR SHALL BE -- - 9, ALL EXCAVATION FOR UNDERGROUND PIPE RESPONSIBLE FOR INSTALLATION OF Edge of Asphalt INSTALLATION MUST COMPLY WITH OSHA HANDRAIL AT TOP OF WALL 'C'. HANDRAIL PAKM STMIM LEGM e STANDARDS FOR THE CONSTRUCTION INDUSTRY MUST BE INSTALLED, INSPECTED BY BUILDING ALL STRIPING ON -SITE SHALL BE SWSL/4" - a o - - au° ohs - - ohs - — (29 CFR PART 1926). INSPECTIONS AND APPROVED PRIOR TO SINGLE WHITE SOLID LINE / 4' WIDE, UNLESS ago - ayo CERTIFICATE OF OCCUPANCY RELEASE. NOTED OTHERWISE 30 FRONT MAX (FROM ROW) MAXIMUM NUMBER OF PUBLIC PARKING SPACES • 51.. I ^I 50' REAR (ADJACENT TO RA) X L2 = 61 SPACES. /� / % / /. / / M / / /. i / LEGEI VD 35' REAR (IN RA)a� 0' SIDES (IN HC, ADJACENT TO HC E PD-SC) SYMBOL DESCRIPTION 25' SIDES (IN RA) 0D rr W R N /F Avon Holdings, LLC 0(4� / /� / / %` / O� �. / / - O C� / / C� o WHEEL STOP PROPOSED BUILDING HT 23' P I D: 07700-00-00-O l 1 EO \ o Q / HANDICAPPED SYMBOL DB. 2872, PG. 510 NANDICA MAXIMUM BUILDING HT NO 65' Zone: P D -S C Use: Vacant / j / / I O NUMBER OF PUBLIC ZONING HC, RA PARKING SPACES AS SHOWN �.� � ® NUMBER OF EMPLOYEE a PARKING SPACES MAGISTERIAL DISTRICT SCOTTSVILLE �m / - � OVERLAY DISTRICTS AIRPORT IMPACT AREA NUMBER OF VEHICLE ® STORAGE SPACES DAM INUNDATION ZONE / \ / / / / / / / / / / \% / ` / pi �. FLOOD HAZARD OVERLAY / -a- HANDICAPPED SIGN STEEP SLOPES - PRESERVED . �m./ OVERLAY DISTRICT / / / / / j / � � � � � ., EXISTING TREE LINE USE BODY SHOP STEEP SLOPE -PRESERVED Io' Nit g U J. / Lori D Fitz erald cn PID: 07700-00-00-0100 OVERLAY (SOURCE: ALBEMARLE / j / / / DB. 1498, PG. 287 6' WOODEN PRIVACY STREET TREES PROVIDED 7 LARGE SHADE TREES E / Gr s COUNTY GIS SNP FILE Zone: L I SCREEN FENCE --moo 6 ORNAMENTAL TREES / / j / / / j Use: Commercial CONCRETE PAVING/SIDEWALK STREET TREES REQUIRED* 5 I (REFERENCE OFFSITE ROADWAY PLAN SET) 4LBEMARLE COUNTY CODE SECTION 32.7.9.5 CONCRETE PAVING/SIDEWALK EQUIRES ONE (1) STREET TREE PER 50' OF L - TREET FRONTAGE AND (1) PER REMAINDER OF -25_ T RA UI ING S- K - - _ _ _ (SEE DETAIL) RONTAGE GREATER THAN 25'. 253,85' OF 20' —DI— B. 3471, P 411 HEAVY DUTY CONCRETE TREET FRONTAGE / 50' = (5) FIVE REQUIRED : `~. } ` : *t TREET TREES. PB. 4137, 332 Rur rea R LIGHT POLE ighway Commercial 50' REAR SETBACK TO RA way o c� LOCATIONS SHALL BE PER THIS PLAN. DISTRICT BOUNDARY 20' NO DISTURBANCE BUFFER RE: PHOTOMETRIC - K -- K � '------------,}.------,-------- PLAN FOR L I � OPOSED SWM FACILITY SITE DATA OFFICE SPACE 2,175 S.F. SHOP FLOOR 16,460 S.F. TOTAL BUILDING 18.635 S.F. PARCEL ACREAGE 4.38 PARCEL ID: 07700-00-00-OIIFO PROPERTY OWNER: DESTINY OF LYNCHBURG, LLC PO BOX' 359 UPON REQUEST OF THE COUNTY THE LAND WITHIN THE 100-YEAR FLOODPLAIN AND STREAM BUFFERS SHALL BE DEDICATED Yards, minimum Front (existing public roads) 75 feet Front (internal public or ALWAYS privateroad)(Amended 11-13-91) 25 feet CALL Side 25 feet Rear 1 35 feet BEFORE, YOU TO THE COUNTY AS SPECIFIED IN SP2017-16 CONDITION U3. �,i.� N N /F " Willoughby Property Owner's Association, Inc. DRY POND SHALL / C/O Real Property, Inc. G:\Projscts\CoiIber Collision Center.\Albermarle Co (Charlottesville), VA\Drawings\aref\Setbock Table.JPG BE POSTED: "NO P I D: 076M2-01-00-000BO id TRESPASSING, F� DB. 3814, PG. 193 Zone: PUD �� / t' OCCASIONAL F DROWNING HAZARD" ' �e\O Use: Residential � ktlR Uh BPS D'" Y"utrnun 1 Y a�M exyan6e >ne UipyYg nX•aerluem A KEENS, VA 22946 *ALBEMARLE COUNTY CODE SECTION 4.126 REQUIRE all .T ONE (1) SPACE PER EACH EMPLOYEE PLUS TWO (2) � ...� SPACES PER EACH SERVICE STALL 23 EMPLOYEES X DEED BOOK: 4137, PG 325 /�- \ EVERY DIGGING JOB REQUIRES A CALL — EVEN (I) SPACE EACH • 23 EMPLOYEE SPACES REQUIRED. / / / / / / / / SMALL PROJECTS LIKE PLANTING TREES OR 14 REPAIR BAYS X (2) SPACES = 28 REQUIRED / 1 \ SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY FLOOD ZONE 'X', 'AE' LINE WHILE DIGGING, YOU CAN HARM YOURSELF 'OF CUSTOMER PARKING SPACES. TOTAL PARKING ` \ HC S�19�� OR THOSE AROUND YOU, DISRUPT SERVICE TO RFG AS SHOWN / AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RY REQUIRED 23 EMPLOYEE SPACES + 28 CUSTOMER' / / / \/ / RESPONSIBLE FOR FINES AND REPAIR COSTS. Q BASE FLOOD ELEVATION: 372.5 SPACES 51 PARKING SPACES. / FLOOD NAZARD� \� SMART DIGGING MEANS CALLING 811 BEFORE LOWEST FLOOR ELEVATION: 475.0 i' / % % / / OVERLAY BOUNDARY / / �_ **SECTION 4.124 REQUIRES THE NUMB OF PARKING EACH JOB. WHETHER YOU ARE A HOMEOWNER OR LOCATION MAP /. \ A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 SETBACKS *SEE HC SETBACK TABLE ON THIS SHEET SPACES IN A PARKING AREA NOT EXCEED THE % % x '---__ GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. SCALE: 1" =1, 000' / / � � / / / � / / —�_�� NUMB OF SPACES REQUIRED BY MORE THAN FOR FULL DESCRIPTIONS TWENTY (20) PERCENT. STORAGE SPACES ARE NOT 10' FRONT MIN. (FROM ROW) C0® AS PUBLIC PARKING SPACES. 164 IN'm R \ ACCESS EASEMENT PROPOSED _ 7❑ STORMWATER I L BMP N i -- R � \ MATTERS, LLC AND ARE O 0 REFERENCED WITHIN THIS PLAN I SET. SEE PLAN SHEETS tt2 E3 ,j • .. �f: 1 r.. ��. 0P re6` �t �, 0 I L ROPOSED SWM FACILITY FOR COMPLETE SURVEY DATA.i. : •} I O I ACCESS EASEMENT D 1 a ? *r TYP.-(4) PROPOSED 15' PRI) 0 E R2Rr I URB STY N DRAINAGE EASEMENT \ 1 7 2 A F TRANSITION K A R K V C0 R � ---- 6' WOODEN SCREEN FENC '}t 50' SHARED \ K I AT TOP OF t 2.25' WALL F DRIVEWAY EASEMENT (RE: GRADING PLAN) L 0 -- r'n G I (TO BE ABANDONED) � �M R I ® i R ZW © I W 0 PB 3471, PG 411 PB 4137, PG 332 TOPOGRAPHY E SURVEY NAVE BEEN PROVIDED BY SURVEY 0 ❑ 8 uilling Setback Lille mi c1d, HEAVY DUTY ASPHALT* STANDARD DUTY ASPI-IALT* SITE NOTES: STRIPING (SWSL/4") I, CONTRACTOR SHALL REFER TO THE CALIBER COLLISION ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS, PAINTED STOP LINE AND FOR THE EXACT LOCATION OF UTILITY ENTRANCES, ROOF LEADERS, EXIT DOORS, EXIT STOOPS, ETC. - - - - SAWCUT LINE 2. ALL DIMENSIONS ARE TO BUILDING FACE, FACE OF CURB, CENTERLINE OF PARKING, OR EDGE OF SIDEWALK RURAL AREA ZONING UNLESS NOTED OTHERWISE. (TO REMAIN UNDISTURBED) 3. CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS. STEEP SLOPE - PRESERVED 4. ALL STRIPING ON SITE SHALL BE WHITE, 4' WIDE, (SOURCE: ALBEMARLE CO. \UNLESS NOTED OTHERWISE. GIS SHP FILE) 5. CONTRACTOR SHALL COORDINATE FINAL LOCATION OF THE SIGN WITH CALIBER COLLISION. RETAINING WALL 6. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. ROW DEDICATION (TO COUNTY FOR PUBLIC USE) 7. ALL WORK AND MATERIALS SHALL COMPLY WITH " D A \ ir=n Ar--NIT nP:T A ii P=nD r�nTr=r`u RELOCATED AS NECESSARY. ALL COST SHALL BE NEAR MOORE'S CREEK FOR A POTENTIAL FUTURE ' INCLUDED IN BASE BID. GREENWAY TRAIL. ACTUAL TRAIL PLANNING, � 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITTING, AND CONSTRUCTION IS TO BE CARRIED RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL OUT BY OTHERS. UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING 2. SUBJECT PROPERTY IS EFFECTED BY THE FOLLOWING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED ZONING OVERLAY DISTRICTS: BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 0 EC -ENTRANCE CORRIDOR II. SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD 0 STATE DAM BREAK INUNDATION ZONE INFORMATION TAKEN FROM A SURVEY BY SURVEY 0 AIA-AIRPORT IMPACT OVERLAY MATTERS, LLC. 0 FH-FLOOD HAZARD OVERLAY 12. UNLESS NOTED OTHERWISE, PAVEMENT SHALL BE 0 THE STEEP SLOPES - PRESERVED OVERLAY DISTRICTS STANDARD DUTY ASPHALT. 13. ALL 'HANDICAP SPACES ARE TO RECEIVE A HANDICAP SIGN, 3. THE ENTRANCE ONTO AVON STREET EXTENDED IS ALL HANDICAPPED STALLS SHALL BE 8-FOOT PER THE SUBJECT TO APPROVAL OF AN ACCESS AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES AND MANAGEMENT EXCEPTION BY VDOT ALBEMARLE COUNTY STANDARDS. SPACES MARKED 'VAN" SHALL RECEIVE A 'VAN ACCESSIBLE' SIGN. 4. THE FINAL SITE PLAN MUST SNOW CONFORMANCE 14. STOP SIGNS SHALL MEET THE CRITERIA OF THE STATE OF WITH THE VDOT ROAD DESIGN MANUAL APPENDICES B(I) VIRGINIA DEPT. OF TRANSPORTATION AND MUTCD STANDARDS. AND F, AS WELL AS ANY OTHER APPLICABLE 15. ALL PARKING SPACES ARE TO BE 9.0' WIDE AND 90' TYPICAL STANDARDS, REGULATIONS, OR OTHER REQUIREMENTS. UNLESS NOTED OTHERWISE. 16. THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE, CHAPTER 18, SECTION 32.6. I NOTE: BUSINESS SIGNS ARE REVIEWED BY SEPARATE SUBMISSION SITE LAYOUT o so w scal.E r • 3o' (j QEVISIONS I BY -) CU Z Z CQ O L U 00, LL Q 0 Qa 5 rn Q � � �z �oU� 0U)�(4 �W � co a,rn= �o Q C CD J W W W a U_ gyp, TH CHA LE z o C C x 6 01 4 ASS/oNAL LNG /03/2019 Q U Z Q J Lj J O W }- cr a o q G T J W W a L T V W ~000 t za m W W Q 000CC °CW W qq QFees Zw W 0 m a J (1) 0 Q O > U Q DRAWN TMB CHECKED TMB DATE 10/03/2019 SCALE DRAWING WOOD FENCE NOTES 1) ALL POST AND STRINGERS SHALL BE OSMOSIS TREATED OR PENTA TREATED PINE, TO BE APPROVED BY ENGINEER. 2) ALL FENCE SIDING SHALL BE TREATED PINE. 3) ALL METAL FASTENERS SUCH AS BOLTS, NAILS, HINGES, HASPS, AND ETC. SHALL BE HOT DIPPED GALVANIZED. 4) FENCE DIRECTION AS NOTED ON PLANS OR AS DIRECTED BY OWNER. 5) SPLICE STRINGERS AT POSTS ONLY. 6) REFERENCE RETAINING WALL PLAN SHEET CIP3 FOR FENCE AT TOP OF WALLS t 6'-0' TO 8'-0' e x e POSTS 6'-0' TO 8'-0" O.C. 2" x 4' STRINGERS 6' x 6' TOP, CENTER, & BOTTOM CORNER AND GATE POSTS HINGE 1' x 4" x 6'-0' FENCING f6'-O' (AT POND FENCING) 1 2' 45' 1-- MITER (TYP) 0 0 4' x 4" POSTS L 1/4" (TYP) a -I' x 4' x 6'-0 FENCING o II V 2•x4" II STRINGERS (TYP) I I I I CROSS- I MEMBERS I 1 MASTER LOCK & LOCK HASP (COORDINATE I I NTH OWNER) JJJ 2'j 21 `• 6' MIN. EACH GATE - U) 0 a o a o 1 �Ld 12'. CENTER SOCKET (TYP) w z d ¢ z 3" TYP. 2500 PSI P.C. 00 CONCRETE MINIMUM •x 12� 12' WOOD PRIVACY FENCE FOR SCREENING N.T.S. W R WR 20 30 30 MIN. 25' 20' 30'MIN. 30' 10' 30'MIN. W = WIDTH (feet) OF FIRE LANE R = RADIUS NECESSARY TO ACCOMODATE FIRE VEHICLES R WR = TURNING RADIUS PAVEMENT WIDTH 6' t FIRE LANE STRIPING SHALL BE 6' RED STRIPES WITH 4" INCH WHITE LETTERS READING 'NO PARKING FIRE LANE' STRIPING SHALL BE PLACED ON THE TOP EDGE OF THE SIDEWALK ABUTTING THE PAVED DRIVE OR AS SPECIFIED BY LOCAL REQUIREMENTS. i FIRE LANE STRIPING N.T.S. 36" WHITE LEGEND RED BACKGROUND R1-1 36"X36" "STOP" SIGN n N.T.S. STOP BAD N.T.S. RETAINING WALL NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS 1 PLAN VIEW 14 DEEP SAWED JOINT (TYP.) v SEE SITE PLAN 1/4' THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED 0 35' O.C. MAX. + r- SLOPE 1/4' /FT. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" MAX. It „ 5.0' I 5.0' 1 5.0' l 5.0' 1 5A' I 5.0' (TYP) 2 S.0' (TYP) Waoltb r r I t r- 0147�� 4' T.P PC CONCRETE NOTE: o (TYP) 4"� 6„� REINFORCEMENT WiLL 4" AGGREGATE BASE (TYP) SECTION A -A W1.4 WWF. CONCRETE COURSE COMPACTED TO SECTION B-B SHALL HAVE 4000 PSI 90%" STD. PROCTOR (TYP) COMPRESSIVE STRENGTH ON -SITE CONCRETE SIDEWALK N.T.S. OTEI STOP SIGN TO ET AASHTO STNDS. EI PH STOP SIGN DESIGN 36' X 36' m 3' GALV. STEEL POLE MIN IIIi- - I .1 �l I f T ' Q_rrl l 1-11-1 I I I I I I o I 0 o T_ Q r- I I -I IIIImo,- IrEII[(IrE _ O STOP SIGN RE: RETAINING WALL PLANS FOB WALL DETAILS I 1 6' b, �2.0%-;!r 6.67% .0%.a �:':: MAXMyX MAXI 4 1] TAPER SIDEWALK G-12 WARNING PROPOSED 5' X 5' 6' TO 0' HEIGHT STRIP (SEE DETAII SIDEWALK AREA OVER 6' AT TOP E BOTTOM SIDEWALK RAMP DETAIL TYPE OF RAMP AT 2% 2 MAX SLOPE IN N.T.S. ANY DIRECTION WIDTH PER PLAN A" IAILJITG CT0I0E STRIPE AT 24' ON CENTER HC ACCESS N.T.S. 1/2'R (TYP) 6' WOOD PRIVACY FENCE (REF, RETAINING WALL DETAILS FOR FENCE ON WALL) 9" MIN. RED PLAN -WWF (6 x 6, W 2,1/2,1) 3 4" �I 2' 2' P.C. CONCRETE FLUME JIB" RE: STORM DETAILS FOR 7. The maxinm wdupe of the strtctare shall be LS:i jh?(t)- y, Climin Walls Shall be provided at the beginning and end r1J all payed lltltties not TRANSITION E OUTFA1.1. cmend to another structure. the curt nit .w i teall he el tattle as e flume channel, t:{tend at lea>[ 1R inches into the roil helaw rue channel, and have a thickness of b Inches. CLrtaut wails 5ha11 be reution d unto d4 rcinforctng stcet bar; pi3ccd on o- PROTECTION DETAIL 1 (VDOT 16.01) inch ,enters. 3 A"hur l_u; 5 shall h-p-:ed at a may.muirt of i0 feet on center for the lcngth of flit (tunic. Where no curtau! wall I, required, all anehur lug .hall he imstaAed ,)thin 2 feet of the end of the Itun:e. Anchor lugs are III be as wide as the hattonl of tilt flume channel, e.etend at lca,t i foot into the >oil Leluvv the chamcl, and hale a thickness of b inches. Anchor lue� sh-di he reinfurtetl with ,�4 reut6xarg,tce) barn plastid on 4-inch centers. WALL FLUME DETAIL ' lTre 11111 channel have at least :! ' 1N 11 flits%nl;l of CI=I, i\:\ CFTiiL'FL'Se 15nh welded wtrt tabor (u X b - \V'_.I x \4'L.1) m the ctntet for.yrcudvrmmtn[. I 1)X N, T € i insioj if lt7l� shall he yrlttl li' ap(fC)ClniatelV C4Ctr Lv fCKt lth!CCn-inr'h dowels of #4 rcmfuriug tee) placed In, ;-Inch cetucrn ohall be Iccuted at all I ISI required joints. SPACE HANDRAIL POSTS AT 6' MAX, NO EXTENSIONS REQUIRED PER ADA CODE, w HANDRAIL SHALL MEET ADA, UBC E ANSI AI17,1 STDS. M > " < w z a b- m< oY� RE: ARCH FOR ¢ 3 v� m Q 5 FINISH AND COLOR OF HANDRAILS HANDRAIL HEIGHT DETAIL MOUNT RAIL AT TOP OF (N.T.S) WALL (REi CAST IN 4"-6 " PLACE WALL PLANS) PERIMETER 0 �000�0�HU r Z Ap 4--38'' 2',�P MX. 42" A) B) HANDRAIL DETAIL HANDRAIL NON -CIRCULAR 6' EX ❑SED N.T.S CROSS SECTION (N.T.S) WALL (REi HANDRAIL DETAIL GRADING PLAN) (N.T.S.) I. GUARDRAILS AND HANDRAILS SHALL BE THE PRODUCT OF A COMPANY NORMALLY ENGAGED IN THE MANUFACTURE OF PIPE RAILING. 2, POST SPACING SHALL BE A MAXIMUM OF 6'-0'. 3. PICKETS AND INTERMEDIATE RAILINGS SHALL BE PROVIDED SUCH THAT A 4-INCH DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING UP TO A HEIGHT OF 34 INCHES. FROM A HEIGHT OF 34 INCHES TO 42 INCHES ABOVE THE ADJACENT WALKING SURFACE, A SPHERE 8 INCHES IN DIAMETER SHALL NOT PASS. 4. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT ANY POINT ALONG THE RAILING, INCLUDING CORNERS AND END TERMINATIONS (OSHA 1910,23). THE TOP SURFACE OF THE TOP RAILING SHALL BE SMOOTH AND SHALL NOT BE INTERRUPTED BY PROJECTED FITTINGS. 5. TOEBOARD SHALL CONFORM TO OSHA STANDARDS. TOEBOARD SHALL BE A MINIMUM OF 4' HIGH AND SHALL BE AN EXTRUSION THAT ATTACHES TO THE POSTS WITH CLAMPS THAT WILL ALLOW FOR EXPANSION AND CONTRACTION BETWEEN POSTS. TOEBOARDS SHALL BE SET 1/4' ABOVE THE WALKING SURFACE. TOEBOARDS SHALL BE PROVIDED ON HANDRAILS AS REQUIRED BY OSHA AND/OR AS SHOWN ON DRAWINGS. 8" WHITE STRIPE WIDTH PER PLAN AND CROSSWALK NOTE: PEEEPENCE PLAN SHEETS QWI-PW3 FOP 2ETAINING WALL DETAILS. P.C. CONCRETE ° o 2 TYP. 6' WELDED WIRE FABRIC 6x6- W2.1 X W2.1 ° ° COMPACTED SUBGRADE 1 /2" EXPANSION SECTION A -A JOINT MATERIAL 2' a N 6,. 6" 2'-0" (MIN SEE GRADING PLAN FOR LENGTH SECTION B-B PLAN B LARKING AREA CONCRETE FLUME (N.T.S.) CURB B PROVIDE 5'X5'- LANDING TAPER 6' CURB TO 0' TAPER 6' PROVIDE 5'X5� rIIDR Tn n^ t w L-F, Oj CURB TO 0' TAPER 6' CURB TO 0' ` VDOT CG-b VDOT CG-12 30' CURB E WARNING GUTTER STRIP ROVIDE 5'X5' MINIMUM LANDING AREA VDOT CG-6 30' CURB E GUTTER TYPE SIDEWALK RAMP DETAIL n N.T.S. 1 RAMPS SHALL. MEET VDOT ROAD AND BRIDGE CONSTRUCTION STANDARDS -CURRENT EDITION (WHEN NITHIN STATE ROW)1. THE THImi S CG-12 NOTE COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE 'fARDS) cc GENERAE CURB WHEN REQUIRED (CC-2 OR CG-3 IN LINEAR FEET) W ASEAASEPARATE COFREITEMDAND DETECTABLERJOWAElG SHALL BE PROVIDED BY TRUNCATED DOMES. EACH THE ABOVE ITEMS PAY SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDE`NALK- RAMP 121 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FCR CG-12 DETECTABLE 481 MAX 1 t WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN FOR SECTION APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP q' � FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR 15 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO $• ,_ >%''?,°Pose �- THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A rI 5. REQUIRED BARS ARE TO BE N0.5 X 8" PLACED i'CETER TO CENTER ALONG PERPENDICULAR BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE LONER 11/2" 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS<i���y��%�'' - ARE INCLUDED IN PA'iMENT FOR CURB / CURB AND GUTTER g MIN 7 CURD RAMPS ARE 70 BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED THE ErlGIrIEER. THEY BE \\�\�`�/�//i\\���;��������`,•���?'F�'�< BY ARE TO PROVIDED AT INTERSECTIONS WHEREVER 12.1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES Fl CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, -• OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLHJS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE LOCATED BEHIND VEHICLE STOP ONES, EXISTING LIGHT POLES, FIRE PARALLEL HYDRANTS , DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED yT AND USED BY PEDESTRIANS.i'����rr��ihi]\/y�•�� � S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT f�����/j��Y� `' 19•iMAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 12�1 MAX >r "`"��-- • PERPENDICULAR TO THE CURB. c�'MIN �';js' ��-r-� 9 TYPICAL CONCRETE SIDEWALK 15 4" THICK. THE ENTRANCE RADII CAN NOi WHEN -III �',^• o ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4' MIN J II I I I' I IIC I 85°.°•S:aYl TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY AT 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH, EDGE OF PAVEMENT � 10- WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT :i::K ,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' x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE iRAVELWAY- c J W � W 1- J d .�w�::) eon'N co .J =Wr, � DRAWN TMB i • IN auv 1 •• STANDARD DUTY PAVEMENT SECTION NOT TO SCALE i" 2 2 PER GE❑TECH OF RECORD RECOMMENDATIONS i..• 1 :• KINDlime 1 • :• 1 •ROOM Tomm, 1_ 1_ 1_ 1_ 1_ a HEAVY DUTY PAVEMENT SECTION NOT TO SCALE PAVEMENT DEPTHS SHOWN ARE MINIMUM (NOT AVERAGE). THERE SHALL BE NO DEVIATION BELOW THE MINIMUM DEPTHS SHOWN. P❑RTLAND CEMENT CONCRETE PAVEMENT P❑RTLAND CEMENT CONCRETE PAVEMENT FREE -DRAINING SUBGRADE-SCARIFIED AND COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY STANDARD DUTY CONCRETE PAVEMENT SECTION HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE NOT TO SCALE NOTE: PORTLAND CEMENT CONCRETE SHALL BE 3500 P.S.I. 28 DAY STRENGTH (5 t 1 % AIR ENTRAINED) W/ MINIMUM FLEXURAL STRENGTH OF 550 PSI PER GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS MATERIALS AND PROCEDURES SHALL CONFORM TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION. PARTIAL CONSTRUCTION OF THE PAVEMENT IS STRONGLY DISCOURAGED BECAUSE OF THE LIKELIHOOD OF PAVEMENT AND SUBGRADE FAILURE. THIS FAILURE WILL OCCUR BECAUSE THE PARTIAL PAVEMENT IS INADEQUATE FOR SUPPORT OF CONSTRUCTION LOADS AND MANEUVERING OF EQUIPMENT. PAVING DETAILS THE PAVEMENT DESIGN AS SHOWN IS PROVIDED BY PROFESSIONAL SERVICE INDUSTRIES, INC. (PSI)„ DATED AUGUST 31, 2017. FREELAND E KAUFFMAN, INC. DOES NOT WARRANT THE EFFECTIVNESS OF THE DESIGN. FREELAND E KAUFFMAN, INC. ACCEPTS NO LIABILITY OR RESPONSIBILITY FOR SAID DESIGN. 4' MULCH OR TOPSOIL (MIN.) 3• HEAVY DUTY PROTECTED LANDSCAPE BUFFER OR 4" GRAVEL BASE COURSE SEE PAVING DETAILS FOR ADJACENT ••;j .::.? • : PAVEMENT SECTION PROVIDE CONTIGUOUS 12GRAVEL BASE COURSE BELOW CONCRETE BUFFER BASE COURSE AND ABOVE 12' EXTENSION OF 3'-0' PAVEMENT BASE COURSE HEAVY DUTY CONCRETE LANDSCAPE BUFFER N.T.S. CONC. WASH (SMOOTH DOME TYPE) 36" TALL X 6" DIA. STEEL PIPE FILLED W/ CONCRETE 2' -0" (PROVIDE 72" TALL AT DUMPSTER PAD) DASHED LINE DENOTES PLASTIC BOLLARD SLEEVE TO BE TRAFFIC YELLOW WHERE NOTED. ALIGN BOLLARD GUARD TO BE SLEEVE MANUFACTURER FACES (REF. SITE PLAN FOR LOCATIONS) BOLLARD @ EXPANSION JOINT WITH COMPRESSIBLE SEALANT O.H. DOOR CONCRETE PAVING (REF. PAVING DETAIL) 4,000 PSI CONC. PIER III :'•r — 18 DIA. XT-0" DEEP CONC. PIER W/ #4 BARS I_—VERT. & #3 TIES @ 8" O.C. #4 X 12" LONG RE -BAR WELDED TO PIPE (4 REQ'D) BOLLARD DETAIL CONCRETE JOINT -CAULKED WITH DOW CORNING R 890-SL SELF - LEVELING SILICONE JOINT SEALANT. 1/8" TO 1/4" SAW CUT — D H/4 (1-1/4" MIN.) HI . SAWED CONTROL JOINT RESERVED PARKING �VAN �CESSIBLJVI "U"-CHANNEL POST (2 L BS./FT.) USE 6" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW ONLY WHEN SIGN IS IN PAVED AREA OR SIDEWALK (& NOT BEHIND WHEEL STOP) SLOPE TOP OF CONCRETE GROUND/PAVING SURFACE r. - CONSTRUCT/ON JOINT FIN, GRADE (SEE S/TE PLAN FOR #4 BARS @ PA VEMENT INFORMA T/ON) 2'-0" O. C. �ASPHAL T BASE EQUAL I EQUAL FAN CONCRETE/ASPHAL T JOINT DETAIL S "ALK ADA 5p6iV - SEE DETAL' a a i I t r W = W In d' M 4' L PA W LIDS MV STWM SI•Wl BE 4• VWZ S -KL BE SPAM AT 24' ION CEM 0OL.AR SHALL BE W M OR AS DgWW W TIC t)4iii a ADA PARKING STRIPING SIGNAGE SHALL BE INSTALLED PER ADA & ANSI A117.1 STDS SIGNAGE OTHER THAN ACCESSIBLE (PED XING, STOP, ETC.) NOTE: THE MIN. HEIGHT FOF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0". 7'-0' (MIN) 4'-0' 3500 P.S.I. •. P.C. CONCRETE d e 4 -0a d .• • 3' MIN. SIGN BASE DETAIL SEE BREAK AWAY CHANNEL POST WHEN PIPE BOLLARD IS NOT REQUIRED. CG-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ROAD AND RIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 201.04 ACC PKG SIGN WHEEL STOP - SEE DETAIL /8 THIS SHEET ,O lb ,O VAN PARKING , „O JP o� ADA PARKING 2016 ROAD & BRIDGE STANDARDS IW7 CG-6 NOTES: 1. THIS ITEM 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 (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & 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 CG-6 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. V/ D m p D p D D D D D ➢ D ➢ D D � D • P • D 2'-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR ERENCE COMBINATION f" CURB AND GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES: 1. THIS ITEM 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 (ALONG FACE OF CURB)SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND 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 CG-7 IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN REGULAR OPENINGS, IN STANDARDS CAN BE MADE AT 7. WHEN COMBINATION MOUNTABLE CURB AND GUTTER IS USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED COMBINATION 4" CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 105 502 2016 ROAD & BRIDGE STANDARDS 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. �`�• i--4" PAINTED WHITE LINE ROAD AND RIDGE STANDARDS REVISION DATE SHEET 1 OF 1 201.03 6' LONG PRECAST CONCRETE WHEEL STOP ANCHORED W/(2) NO.4 BARS 12" LONG MIN. (PAINTED TRAFFIC YELLOW WHEN PLACED ON CONCRETE, TRAFFIC WHITE ON ASPHALT) [7 14- #4 BARS CONT. NOTE: SEE SITE PLAN FOR PARKING SPACE SIZE AND FOR WHEEL STOP LOCATIONS. -_0 o o � CV > o Q) Q -� I` 4 0 CN O U U) � ccolv (n "o co 5,) (JN �O .0 W L•1.. z U L 0 W �" J ¢ U� 0 JZqLoLo co W V ■■, M Ix .,�. W V W w U W J 0 �o DRAWN TMB RN CASTER WHEEL DETAIL SCALE: NTS METAL BOTTOM FOOT 'V' TRACK CASTER WHEEL WELDED TO METAL BOTTOM FOOT SURFACE ANCHORED'V' TRACK 53'-0 1 /16" OPERATIONAL GATE DIMENSION m NOTE: WAGNER HEAVY DUTY SPRING LOADED CASTER WHEEL ASSEMBLY AND WHEEL BRAKE - GC TO PROVIDE SUBMITTAL. SCALE: NTS 14'-6" 24'-0 1 /16" 14'-6" PANEL 01 OPERATION DIMENSION CLEAR FIRE LANE OPENING PANEL 02 OPERATION DIMENSION 6" L, 13'-6" 6" 11'-10 1/2" 1, 1 V-10 112" 6" 13'-6" 6" CLEAR PANEL 01 OPENING CLEAR PANEL 02 OPENING $1-0" 3" (LATCH CLEARANCE) g _p (MAX. SPACING FOR POSTS) _ _ (MAX. SPACING FOR POSTS) 4"X4" HEAD POST N OPENING DIRECTION OPENING DIRECTION i� 4"X4" HEAD POST 4"X4" TAIL POST - 1 4"X4" TAIL POST V' TRRACK (BELOW) MOUNTEDFACE ORNAMENTAL FENCE ORNAMENTAL FENCE TOP RAIL 4"X4" ORNAMENTAL FENCE POST @ GATE OPENING ONLY T-2" SLIDING ORNAMENTAL GATE SCALE: NTS ELEVATION RGGCRC�I('G CITG rIIMGMCInhi PI ANI GATE PANEL LOCKING LATCH T-2" NOTE: SLIDING GATE TO PROVIDE FULL SCREENING. GATE TO BE OPAQUE. VVI\VI�LIL 1 /IV II\V (REF. CIVIL) ORNAMENTAL FENCE ORNAMENTAL FENCE TOP RAIL 4"X4" ORNAMENTAL FENCE POST @ GATE OPENING ONLY SITE DETAILS Gib z G u— 'Q I< 0 L 011 > C) �Q� � o O'\ � oC) J �U) \,o Go 0 �ON O a� 0 u.1 TH d CHG LC ' L oli D 014 "'1 � /ONAL E� /03/2019 l� U J > Llj W > a ....I W W QQI� N CO OX~0~r Wh�oc� ray W z ,Q W y�• L.L .�.� 2 —J N W OO Li ®C a. CD o cr co F- W Cc W W U 0 m C3 J 0) co o 0 ;91 U SCALE DRAWING UTILITY RESPONSIBILITY MATRIX DO(,IESTIC WATER SERVICE! BINS UTILITY PROVIDER GC I' CORP. STOP AND I' SERVICE LINE TO METER PROVIDE AND INSTALL I' DOMESTIC METER PROVIDE AND INSTALL COORD, W/ PROVIDER METER BOX / VAULT PROVIDE AND INSTALL I' BFP INSIDE BUILDING PROVIDE AND INSTALL I' COPPER SERVICE FROM METER TO BLDG PROVIDE AND INSTALL FEE SPI44Q.R S62VICE r5% UTILITY PROVIDER GC SPRINKLER WATER SERVICE PROVIDE AND INSTALL 6' TAP AND VALVE PROVIDE AND INSTALL 6' FIRE SERVICE FROM TAP TO HYDRANT PROVIDE AND INSTALL 6' 90, VALVE AND FIRE HYDRANT PROVIDE AND INSTALL 6' BFP IN BUILDING PROVIDE AND INSTALL 4' FIRE TEE, VALVE E SERV. FROM MAW TO BLDG PROVIDE AND INSTALL REMOTE FIRE DEPARTMENT CONNECTION E 4' LINE PROVIDE AND INSTALL FIRE BFP INSIDE BUILDING PROVIDE AND INSTALL 12' STEEL CASING INSTALLATION BENEATH SR 742 PROVIDE AND INSTALL IRRIGATION WATER SERVICE IMM UTILITY PROVIDER GC I' CORP. STOP AND I' SERVICE LINE TO METER PROVIDE AND INSTALL I' IRRIGATION METER PROVIDE AND INSTALL COORD. W/ PROVIDER METER BOX / VAULT PROVIDE AND INSTALL I' BACKFLOW PREVENTER (RPZ) E ENCLOSURE PROVIDE AND INSTALL SEPTIC S62VIC E ITEMS UTILITY PROVIDE? GC 4' SANITARY SEWER (BLDG TO SEPTIC TANK) PROVIDE AND INSTALL 2' FORCE MAIN FROM TANK TO FIELD PROVIDE AND INSTALL SEPTIC TANK E PUMP PROVIDE AND INSTALL SEPTIC DRAW FIELD (PRIMARY) PROVIDE AND INSTALL SEPTIC DRAIN FIELD (SECONDARY) PROVIDE/INSTALL IF RQR'D ELECTRIC SERVICE ITIM UTILITY PROVIDER GC PRIMARY OVERHEAD WIRE OVER SR 742 PROVIDE AND INSTALL COORD. W/ PROVIDER NEW UTILITY POLE SET ON NW SIDE 742 PROVIDE AND INSTALL COORD, W/ PROVIDER PRIMARY SERVICE WIRE TO TRANSFORMER PROVIDE AND INSTALL COORD. W/ PROVIDER (2) 6-INCH PRIMARY SERVICE CONDUITS FROM NEW POLE TO TRANSFORMER W/ PULLWIRE PROVIDE AND INSTALL (4) 3.5-INCH SECONDARY SERVICE CONDUITS FROM TRANSFORMER TO BUILDING W/ PULLWIRE PROVIDE AND INSTALL SECONDARY SERVICE FROM TRANS TO BUILDING PROVIDE AND INSTALL COORD, W/ PROVIDER TRANSFORMER PAD PROVIDE AND INSTALL TRANSFORMER PROVIDE AND INSTALL COORD, W/ PROVIDER CT CABINET, CT E METER BASE PROVIDE INSTALL GAS SERVICE E ITEMS UTILITY PROVIDE? GC METER PROVIDE AND INSTALL COORDINATION SERVICE FROM MAIN TO BUILDING PROVIDE AND INSTALL COORDINATION THE HE SERVICE MM UTILITY PROVDE2 GC (2) 4-INCH CONDUITS W/ PULL WIRE, SERVICE FROM POINT OF CONNECTION TO BLDG SERVICE IN CONDUIT TRENCHING, CONDUIT E BACKBOARD DEVELOPER WILL BE RESPONSIBLE FOR PAYING ALL METER AND TAP FEES. DEVELOPER WILL BE RESPONSIBLE FOR PAYING ALL TRANSFORMER AND ELECTRICAL CONNECTION FEES. GAS SERVICE OFF -SITE PERMITTING SHALL BE PROVIDED BY CHARLOTTESVILLE DEPT. OF UTILITIES. VDOT LAND USE PERMIT IS REQUIRED BY DEVELOPER PRIOR TO COMMENCEMENT OF WATER BORE. 4' OVERFLOW CLEAN -OUT LLC -011E0 510 UTILITY PLAIN NOTES 10. REFER TO THE BUILDING PLANS FOR ALL CONDUIT SIZES,---- 1. ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE NUMBER AND LOCATIONS FOR SERVICE TO THE SIGN AND \ WITH THE PLANS PREPARED BY FREELAND E KAUFFMAN, SITE LIGHT POLES. COORDINATE FINAL CONDUIT LOCATIONS CURRENT REQUIREMENTS OF ALBEMARLE COUNTY SERVICE WITH THE OWNER. \ AUTHORITY, ALBEMARLE COUNTY, AND ALL OTHER PERTINENT 11. CONTRACTOR SHALL COORDINATE WITH THE OWNER ON FEDERAL AND STATE LAWS. CONDUIT ROUTE TO THE STORE FROM THE TRANSFORMER 2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH AND/OR SERVICE UTILITY POLE FOR TELEPHONE AND APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, ELECTRICAL SERVICES. AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING 12 ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), PRIOR TO INSTALLATION OF PROPOSED UTILITIES. FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH 13. CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY'S REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT INSPECTORS 72 HOURS BEFORE CONNECTION OR DEMOLITION PUBLICATIONS UPDATING THESE REGULATIONS. OF ANY EXISTING LINE. � 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING 14. MATERIALS AND WORKMANSHIP SHALL CONFORM WITH THE THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS ACSA WATER AND SEWER SYSTEM STANDARDS AND TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID, SPECIFICATIONS. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH 15. MINIMUM TRENCH WIDTH SHALL BE 2 FEET, CONDITIONS AND CONSTRAINTS OF THE SITE, 4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL 16. WATER LINES TO HAVE MECHANICAL JOINTS WITH THRUST BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE BLOCKING. CONTRACTOR SHALL NOTIFY 'CALL BEFORE YOU DIG' AT 811. 17. ALL UTILITIES SHOULD BE KEPT TEN (101 APART THE LOCATION OF ALL UTILITIES AND UNDERGROUND (PARALLEL) OR WHEN CROSSING 18' VERTICAL CLEARANCE STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL EXISTING UTILITIES. 18. MAINTAIN A MINIMUM OF 3'-0' COVER ON ALL WATERLINES. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID 19. IN THE EVENT OF A VERTICAL CROSSING LESS THAN 18' AND PERFORM ALL UTILITY WORK IN COMPLIANCE TO ALL BETWEEN WATERLINES AND SANITARY LINES (EXISTING AND APPLICABLE LOCAL AND STATE CODES AND REGULATIONS. PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES ASSOCIATED WITH THE INSTALLATION, INSPECTION, TESTING OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL AND FINAL ACCEPTANCE OF ALL PROPOSED UTILITIES. JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED MEETING REQUIREMENTS OF ANSI A21,10 OR ANSI 21,11 (AWWA 7, CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE C-151) (CLASS 50). UTILITY COMPANY ON THE ADDITION, REMOVAL AND/OR 20. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND RELOCATION OF UTILITIES AND UTILITY POLES AND THE APPROVED BEFORE BACKRLLING. EXTENSION OF ALL PROPOSED UTILITIES TO THE BUILDING. 8. ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH 21• ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A THE SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I. IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL 22 REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT ALL UTILITIES. REQUIREMENTS WHETHER PERFORMED BY THE CONTRACTOR OR NOT. 23, 1' REDUCED PRESSURE PRINCIPLE BACKFLOW 9. A SEALED AS -BUILT DRAWING OF NEW UTILITY SERVICES PREVENTION ASSEMBLY INSTALLED ABOVEGROUND WITHIN SHALL BE PREPARED BY THE ENGINEER/SURVEYOR AND HEATED INSULATED ENCLOSURE PER ALBEMARLE COUNTY x SUBMITTED TO ALBEMARLE COUNTY/ ACSA / VA DON UPON SERVICE AUTHORITY REQUIREMENTS. ENCLOSURE TO INCLUDE COMPLETION E PRIOR TO ACTIVATION OF THE PROJECT, DRAIN PORT(S) FOR DISCHARGE WATER PER ALBEMARLE COUNTY SERVICE AUTHORITY REQUIREMENTS. SEE DETAIL ON UTILITY DETAILS SHEET. 0 20' No -Disturbance Zone PB 3471, PG. 411 PB. 413(7, PG. 332 2'XIf REDUCER j 1.5% SCH. 40 1 LEACH PIPES o470.0- SEE II ) DETAIL Il , II i1 I DIRECTIONAL BORE - CHARLOTTESVILLE DEPT OF UTILITIE ----. - ------------- - -- -- ------ TO INSTALL - CONTRACTOR SHALL COORDINATE --- - GAS UTILITY SERVICE CONNECTION BY A VO N STREET EXTENSION (S . R . 7 42) CHARLOTTESVILLE DEPT OF UTILITIES. (60 Feet Public Right -Of -Way) (DB. 429, PG. 219) CONTRACTOR TO COORD. W/ CITY E VDOT, 12' ACSA WATERLINE sob sob sob sob sob 6' STEEL GAS MAIN % ay0 N /F Willoughby Property Owner's Association, Inc. C/O Real Property, Inc. PID: 076M2-01-00-000BO DB. 3814, PG. 193 Zone: PUD Use: Residential UTILITIES CONTACTS: GAS WATER CITY OF CHARLOTTESVILLE ALBEMARLE COUNTY DEPT OF UTILITIES SERVICE AUTHORITY (ACSA) 305 4TH STREET NW 168 SPOTNAP ROAD CHARLOTTESVILLE VA 22903 CHARLOTTESVILLE, VA 22911 CONTACT, CHRISTIAN CHIRICO CONTACT: ALE( MORRISON PHONE, (434) 970-38H PHONE, (434) 977-4511 ELECTRIC WASTEWATER (SEPTIC) DOMINION VIRGINIA POWER VIRGINIA DEPT. OF HEALTH E VIRONWiE-NTAL HEALTH SERVICES CONTACTt KELY MAXWEL 1138 ROSE HILL DRIVE PHONE, (434) 972-6812 CHARLOTTESVILLE, VA 22903 PHONE, (434) 972-6200 TELEPHONE/CABLE CENTURY LINK 417 W. MAN STREET \ CHARLOTTESVILLE; VA 22903 CONTACT, THERESA BRYANT �► �� PHONE- (434) 971-1371 UTILITY INSET (I" =10' ) i I I I I GAS d� \ 4�_, s ~ ROPOS D 20' �� CSA E SEMENT �7A (Y) I K I i I 'REMOTE FDC ( II OVW cn I K i i Z I R VW p k -? I K H I . t' IV�L Y V4' DOM. yVL A N - - rr i F_.__ tUT L T UT UT X ' II Ts Ts Ts 1B TS -r-t- �� .4.- %:T� A �i.:f• -, f� a.: •v' �'�r„ �. -s• t } ,i:.� � `I D ,;n I r Y 1� C. : «Y a� . Qeu het, easy ciU 4e4Yw,uttilY 3mPs Ynu lrrKn ''�' ? f„jwy and e+Ue"SePMecl • �� 3;.N U.99r.,y;s No.vc,LN;L f)�.I��� •.: ,. a„,v3caiarr S�Ine vo„a,a EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY LORETHOSE WHILE AROUND NYOUYODISRUPTU CAN ASERVOICESTOF co AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE Z►'Y RESPONSIBLE FOR FINES AND REPAIR COSTS. L SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR �pCAT i ON MAP A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES MARKED FOR FREE. SCALE: 1" =1, 000' SEPTIC WSTALLATION E MAINTSWEE NOTES I. CONTRACTOR SHALL REFER TO KBJW DESIGN REPORT IN IT'S ENTIRETY (12-29-2017) FOR DETAILED INFORMATION. :R 2. EXCAVATE ALL FILL AND TRASH FROM THE LIMITS OF DISPERSAL AREA TO THE INTERFACE WITH UNDISTURBED SOILS. -- -- --- - ----- - --- ' \ 3. BACKFILL TO AN ELEVATION OF 48' BELOW FINISHED GRADE WITH ASTM C33 SAND (APPROXIMATELY 470.5'), 4. INSTALL 10' INFILTRATION PAD, LPD DISPERSAL PIPING, MANIFOLD, AND VALVES PER DETAILS INCLUDED WITHIN KOONTZ BRYANT JOHNSON \ WILLIAMS DESIGN REPORT AND SPECIFICATIONS WRITTEN 12-29-2017. \ 5. PLACE GEOTEXTILE FILTER FABRIC OVER DISPERSAL PAD. 6. BACKFILL TO SUBGRADE ELEVATION WITH 218 STONE COMPACTED �\ TO 95% STANDARD PROCTOR MAXIMUM DRY DENSITY. 7, INSTALL TRAFFIC RATED STEEL VALVE BOX COVERS TO ALLOW I ACCESS TO BALL VALVES AND MANIFOLD FROM PARKING LOT GRADE. 8. PAVE WITH APPROVED BITUMINOUS ASPHALT PAVEMENT DESIGN PER N /F SITE PLAN. Gregory Allen Love PID: 0 7 700 -00 -00 -01100 9. UPON COMPLETION, NOTIFY KBJW GROUP AT LEAST 36 HOURS 'SEE DB. 2798, PG. 643 PRIOR TO DES9RED FINAL INSPECTION TIME. CONTACT BRENT E. UTILITY INSET THIS SHEET Zone: H C JOHNSON, P.E. (804.541.1436) Use: Commercial 10. CONTRACTOR SHALL PROVIDE OPERATIONAL INSPECTIONS TWICE IN THE FIRST SIX MONTHS OF THE SYSTEM'S OPERATION. A LICENSED A OPERATOR SHALL PROVIDE INSPECTIONS OF THE SYSTEM EVERY 6 MONTHS THEREAFTER, OWNER SHALL ENSURE THAT AN OEM CONTRACT IS CONTINUALLY IN PLACE WITH A VIRGINIA LICENSED so' Ex. Shared Driveway Easement (To be abandoned) OPERATOR AS REQUIRED BY THE VIRGINIA DEPARTMENT OF HEALTH. PB 3471, PG 411 I, PB. 4137, PG. 332 11 DRAINFIELD INSTALLER: PROPOSED 20' ACSA PUBLIC EASEMENT PRIMARY ELECTRIC SERVICE E TELEPHONE so6 s�6- INSPECTION REQUESTS MUST BE CALLED IN A MINIMUM OF 48 HOURS PRIOR TO THE TIME AND DATE OF INSPECTION, THE DRAINFIELD INSTALLER IS RESPONSIBLE FOR PAYMENT TO KOONTZ BRYANT JOHNSON WILLIAMS OF THE INSPECTION FEE OF $300.00 AT THE TIME OF THE INSPECTION FOR INSPECTIONS WITHIN A 30-MILE RADIUS OF K13JW OFFICE. AN ADDITIONAL FEE WILL BE COLLECTED FOR TRAVEL TIME AT A RATE OF $50 AN HOUR DRIVE TIME OUTSIDE OF KBJW NORMAL SERVICE AREA. THIS INSPECTION FEE APPLIES TO ALL INSPECTIONS NEEDED UNTIL THE DRAINFIELD IS DEEMED SATISFACTORY AND THE COMPLETION STATEMENT CAN BE ISSUED TO THE LOCAL HEALTH DEPARTMENT. THE COMPLETION STATEMENT WILL NOT BE ISSUED UNTIL THE INSPECTION FEE IS PAID IN FULL. THE DRAINFIELD INSTALLER IS REQUIRED TO HAVE AN 'AS BUILT' ELECTRIC/TELEPHONE DRAWING PREPARED AT THE TIME OF INSPECTION, UNDERGROUND POINT OF CONNECTION - DOMINION 12. CLEARING CONTRACTOR PLEASE NOTE: POWER TO SUPPLY NEW CARE MUST BE USED DURING THE CLEARING OF THE UTILITY POLE DRAINFIELD AREA ONLY DURING DRY WEATHER AND SOIL CONDITIONS, THE RESERVE AREA DOES NOT NEED TO BE ,�UTILITY POLE TO BE CLEARED AT THIS TIME. HAND CLEAR THE DRANFIELD ONLY. DURING THE / RELOCATED - RE:ROADWAY RELOCATED CLEARING OF THE DRAINFIELD, DO NOT RUT OR COMPACT THE SOIL. DO PLANS OTHERS NOT ALLOW CONSTRUCTION TRAFFIC TO TRAVEL OVER THE DRAINFIELD. DO ��-\-�--- _ NOT ALTER THE TOPOGRAPHY OF THE OF THE DRAINFIELD AREA IN ANY - MANNER. DAMAGE OR CHANGES TO THE DRAINFIELD AREA MAY LEAD TO THE PERMIT BEING NULL AND VOID. _ SITE ROAD ohe 13. BUILDING CONTRACTOR: =NT PLANS THIS PERMIT IS VOID IF ANY DETRIMENTAL CHANGES OCCUR TO THE AREA EVALUATED FOR 7HE DRAINFIELD AND RESERVE AREAS. THIS PERMIT IS ?S) alM ALSO VOID IF THE BUILDING LOCATION INTERFERES WITH THE PROPOSED WELL OR DRAINEIELD/RESERVE LOCATIONS. DO NOT ALLOW UNDERGROUND sob sob UTILITIES TO BE BURIED WITHN 10' OF THE DRAINFIELD OR RESERVE - o h e AREAS. F� ohe--ehe-t EXISTING - W1r - 0 gas LEGEND PROPOSED DESCRIPTION W - :� 1.5' WATER LINE FIRE HYDRANT UE UNDERGROUND ELECTRIC LINE UT UNDERGROUND TELEPHONE LINE • •.,� 6' F ... 6' FIRE LINE TS TAMPER SWITCH - � --� STORM DRAIN 6' SS 6" SANITARY SEWER LINE GAS GAS LINE 0 MANHOLE 0-= LIGHTING I771 THRUST BLOCK ° SS CLEAN -OUT (VVALVE KEYNOTES ' DOMESTIC WATER METER E I' TYPE K COPPER TO SITE ® PER ACSA REQ'S, IRRIGATION (BY OTHERS) © SANITARY SEWER EXIT (RE, ARCH. O I' SETTER E VALVE E 5/8' IRRIGATION FOR EXACT LOCATION) WATER METER PER ACSA WATER STDS 4' PVC SANITARY SEWER LATERAL O PROPOSED ELECTRIC METER - © SEE PLAN FOR SLOPE (RE, ARCH. CONT12ACTCQ SHALL INSTALL. DOMINION FOR BUILDING ENTRY) POWER TO SUPPLY. (RE,ARCH FOR EXACT BUILDING ENTRY POINT) O SEWER CLEAN -OUT (SEE DETAIL) O FIRE LINE ENTRY RE -ARCH) (BFP DEVICE INSIDE BUILDING) OE TRANSFORMER PAD BY CONTRACTOR - TRANSFORMER O REMOTE FDC FIRE LINE ENTRY (RE,ARCH) BY DOMINION ENERGY O TAMPER SWITCH LINE ENTRY 0 UNDERGROUND TELEPHONE PONT OF CONNECTION BY CENTURY LINK O 4' GATE VALVE PER ALBEMARLE FIRE (CONTRACTOR SHALL SUPPLY () 4' MARSHAL STDS CONDUIT WITH PULLWIRE FROM CONNECTLON PONT TO BUDDING) 0 r CORP. STOP PER ACSA STDS © CONTRACTOR TO PROVIDE (4) OZ 6 90' IEBOW E VALVE PER ACSA STDS 3.5' CONDUIT AND SERVICE FOR SECONDARY UNDERGROUND ® (2) 4' TELEPHONE CONDUIT E PULLWIRE BY ELECTRIC UTILITY. (RE,ARCH FOR CONTRACTOR - SERVICE BY PROVIDER BUILDING ENTRY) ® FIRE HYDRANT E 6' GATE VALVE PER O 1 1/4' TYPE 'K' COPPER DOMESTIC FIRE MARSHAL STDS WATERLINE PER ACSA WATER STDS (RE, ARCH FOR BUILDING ENTRY) REMOTE FDC PER FIRE MARSHAL STDS - SEE DETAIL Oj 6' TAP SLEEVE E VALVE AT 17 MAIN BY CONTRACTOR. AQUAKL.EAR SEPTIC TREATMENT TANK CONTRACTOR RESPONSIBLE FOR WITH ZOEL LER MODE. 151 PLIMP - SEE FIELD COORDINATION. DETAILS O GAS SERVICE ENTRY AND ® PRIMARY SEPTIC FIELD 35' X 20' - SEE METER DETAIL ® SECONDARY SEPTIC FIELD RESERVE AREA - RE: DESIGN REPORT E SPECS BY KBJW GROUP-12-29-2017 ® ELECTRIC LOW VOLTAGE CONDUIT E SERVICE O WATER LINE BEND WITH THRUST LINE FOR HEATED BFP ENCLOSI.RE BLOCKS PER ACSA WATER STDS. TYPICAL PROVIDE ANGLE AS ® 12' STEEL. CASNG FOR 6 WATER MAN BY APPROPRIATE) CONTRACTOR - SEE DETAIL, RE, WTR PROFILE ©TELEPI-LONE SERVICE ENTRY (RE, II 6' X 4' TEE PER ACSA STDS ARCH) JJ 25' X 20' JACK E BORE PIT O DOMESTIC WATERLINE ENTRY (RE,ARCH) 02P BFP DEVICE INSIDE BUILDING) ® SEPTIC TANK ALARM ENTRY O I' CORP. STOP PER ACSA STDS O SEPTIC TANK PUMP POWER SUPPLY EXIT O (2)-6 PRIMARY ELECTRICAL CUVJIT E I' CONDUIT TO SEPTIC TANK FOR PUMP PLLLWTRE BY CONTRACTOR. C002DNATE POWER SUPPLY SERVICE INSTALL BY DOMINION POWER. ® II-COONDUIT TO SEPTIC TANK FOR FLOW © KNOX BOX PER ALBEMARLE FIRE AR MARSHAL STANDARDS (FINAL LOCATION PER ALBEMARLE FIRE ® I' TYPE K' COPPER DOMESTIC MARSHAL'S OFFICE) WATERLINE PER ACSA WATER STDS ® r RPz BFP DEVICE IN ABOVE GROUND (CORP. STOP TO METER SETTER) HEATED ENCLOSI.RE E r VALVE (SEE 6' DIP WATERLINE PER ACSA STDS DETAU A U z z CQ G U_ U_ D Q �z 0 z W Uj DL U_ iff-IM, A-0p . "i __CHG . O b 6014� `S 0 N A L ECG .-- CC Z � U J L 0 W > Q vJ Z Z M 0 mW0� '`�ccXa�O (D;'(O C.�W-/-� w z ap � W O00 C��W -�• (� I�- W d. ¢ E- Cn In m co 0 ;> U DRAWN TMB SCALE DRAWING 12 __0 r/��. (5 z z Q LLi ui a U- O �ON Q � Q o � �0U a) cn 3: 00 a� rn= �O � U W > w W > J W Z(D Z W W C) N _jWW�<a 0 ®� 04 cp 3: Y U W CC p - W 2 J N W s� � 1 1� 1 L.l.. O �y � fr LL, py.• I-- ' W w U c.� m 0 aC o U SCALE DRAWING GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 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 INITIAL BACKFILL 3 STONE 1 RANULAR FILL AS APPROVED BY ACSA CK� Z STABLE SOIL OR ROC 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 BACKFILL. 3.THE INITIAL BACKFILL 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 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES - VILLE THREADS WHICH IS Al THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (27D') 18"-22" 7 CU. FT. VALVE BOX #68 STONE 42"MIN 6" GATE eE,VALVE TEE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, 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 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 TD-8 G FOR ALL BENDS 4,5 ° min = D 45' MIN T SECTION 1-1 45' 45' max PLUG I J 2 I, I I 01 1 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO w ACCOMMODATE ANCHOR IF REQUIRED. M 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 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 90 3.66 3.16 3.21 0.48 8„ 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 3.33 3.56 2.95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 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 PLACE 5' GALVANIZED " VATNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 I I II ADJUSTABLE 't"RAFFZC RATED If VALVE BOX 4W/ LID z_I u Z M.J. GATE VALVE WATER LINE 2500 P.S.I. CONCRETE k' 4 2'x 2' BEARING AREA. THRUST BLOCK q �• NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W- 5 TD--9 n VALVE ASTM A36 AND HEX NUT ASTM A588 (TYP) UNDISTURBED �- SOIL (TYP) PLAN A-3 CONCRETE -WATER MAIN SECTION NOTE: 1. ALL RODS AND FASTENERS SHALL BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS, Fig. W-3C TD-6 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE fSOFT COPPER NOTe NO SKFA7D FlTTINGS DUAL SERVICE SINGLE SERVICE NOTE; 1) SADDLES SHALL BE USED ON PVC PIPE. 36, MIN. 1/3 BEND COUPLNC� �p I s, TEE 0 a FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL. RESiDENVAL AND IRRIGATION SER=ES, 1 2, " "'3LIPRESSION x 3/a MALE PIPE COUFLUEC PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMLY RESIDENTIAL SERVICE ;Yt1ERE: AN IRRIGATION METER IS NOT PREMBED. �--CAST IRON U➢ 4 FWVED GRADE METER ! I - BOX sox --•'� 1---CORPORARON STGP ,f Yri,,, _ 1 • `��:ts ` �BRICH AS NECESSARY s. 1. ,..; :: ti ; 'z '_• _ SAND ENi OUST UNDER •. �r irt; ::,,... I:.t�t 4' GANEIEA GRAIN PIPE, 12" BOX AND SETTER (2-INCH ii�S .e,c ::• , 1;• ..Nye:•„ir LONG STONE POCKET, VOOT MINIMUM THICKNESS) .,;:?-{?:;3I,,:,t:ry _..,:;.<•,:;�,�'ta SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR 18" BEND USE 3 STRAPS AS SHOWN. USE BRACING STRAPS ON ALL PIPE SIZES D } B CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND PIPE SIZE A B C D E F 4" - 6' l'-9" 2'-3' 2'-6" V-2" 2'-0" 1 1/4" 8" 2'-3' S-0 2'-6" 1'-6' 2'-6" 1 1/4" 11 1/4' 10" 2'-9' 3'-9 2'-6" 2'-0' S-0" 2" 12" S-0' 4'-3" 3'-0" 2'-3" 3'-6" 2" 18" S-6" 5-6" S-3" S-0" 4'-6" 2 1/2" 4' - 6" 2'-6" 3'-0' 2'-6' V-6' 2'-8" 1 1/4" 8" 3'-0 4'-3" 2'-6" 2'-6" 3'-3" 2" 22 1/2' 10" 3'-3" 5'-0 3'-0' 2'-9' Y-9" 2" 12' S-9" 6'-3' 3'-0' S-6" 4'-3" 2" 18" 5'-0' 7'-6 3'-3" 4'-0" 5'-8-12 1/2" 4" - 6" S-0" 6'-0" S-O" S-3" 3'-3" 12 1/4" 8" 3'-6" 6'-6" 3'-0" 3'-8' 45' 10' 4'-6" 7'-6 3'-0" 4'-3" 12' 5'-3 9'-O' 3'-3" 5'-0' A7'-3"2 18" 6'-6 11'-0 3'-9' 6'-0' CHART FOR UPPER VERTICAL BLOCKING PIPE SLOT (2 PLACES) 3" THREAD 1" NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE WIDTH = DIM. "F" THICKNESS OF STRAP = 1/4" STANDARD HEX NUT 1/4" THICK LATE WASHER 3 4" ANCHOR 12" BENDS & I E vlv�nt I t GLAJ b LARGER C- SECTION NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W-3A TD- 4 COVER LIFT NOTCH 12 3/8" WATER CAS- TIRON rLID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) N TS FIG. W-7 TD-13 Cr � CV > �Q-c: r Q O b O U t co +- N oo O lzt N (n \'p j�: co N �O c: N o W TH .� o CHALEIf ? z U J Q f V✓ Z Z W 0 m W W wns �: co r d �- _j W2_jtv ■� to Q W Lu co 0 o > U D(2AWN TMB f- REVISIONS I BY El. 474.5' +/- - 211 Aspwt 30" Min. 48" Min. I `l�a�� +�•"r�•�f�l�a�#�!-•'•-r�•"•"a"!}•"#�w'^•"r�'r-r-•�°w"w'r�r ����fli�o®rri�i+i���iwf�+•!q•,f'#���i�����l��os*swevefY=���al�sw' *a#a#a#af®••ran as#;•##••fnatty,®i®wrffaafaf®iMr•ara••6••,r,*•♦O•rr,. ei®s±ss0 00; %s %%w�i •i+wise%•areor�+ •!rr•'�•'•••r•••ia!#a!*#loan##a•ai•r*iron##••rr•r•rarfr•®r's®•r a:araaaaoa•a#a•a••!as fa#aaa•as#aarrfaaaffra•••raafarrfa•a•r• faafaa•fa®rrraaarfffa+±l�flfrfffra••rr#•!®r•r•r•rfw•fa•�#r'5! i iwaw! r •r•af�trlr !+►�#blab®rw♦r•rrwalsa!!!a•arfr••a•fralaarar#ra•aflrr�ai•wfo fww•r•a®•wta'ofiaaa!!,a•anal!•#fat•fffaflflkfaaaai,,•w_ irrr•a.•r•r•ra!!!#i#i•!#af!!••a#!!a###!#i!1!f•rrir•lfar`4w•raw' ��••llaaafla®•!•®®i®�#�a�l�l+!►i�aiaM•fa!#a•t•ii®i•�r®r�rR®«+84•p•.. !�%•iii•s•°r•i#s•si�f•eras•o•;fylsr®•®•if�farifs7*!r°+ri•4ra° flalalii#•••'ifi•ifia#!aw!••rr•w•aaa!#f•ar®•tray#ar'r8tr••••'rri liar#afa#rr•trlwli•r#f•wfrf•rrrriaa•,irfa•••rrafia••afr•ar®•r•r. w,rfai/,a,•�f,r,®«,Qhmr®,�,yew,�r,�lwOar�•�r®A�®f,,•,�N�,ra,®`+%d••aaiyra,.r®r�fw', •••alarr im'r'�s���� rapt` •r/r�o�+sa®o' Is aawo- �y.��-+. g > .vy� . .g . .. a aari_.q soy a .erl.4_A.. ,e a�✓a�ass.v .y�.,�•f,.s . �;.,.,,1+, .>..s:n�^.:Ri%'m'�.�re+.-'�:=".,.".wr".ti 1 /4' Petfotated Hilts ,A-4 Ft4 Ft- Remowrbl watertight Ft \ / \ / 1/4' Drain Cap Staggered \ / \ / HOies Drilling Koontz Bryant Johnson Williams PC 11.901 Old Stage Road, Chester, VA 23836 Phone: 804-541-1436 www.kbjwgroup.com Date: 6/05/17 SCALE: NTS Drawing Title: Project Name: Caliber Collision; Dispersal Pad Albemarle Co, VA Section m 0 Z - Cn O \ I D Z r O r m 'n m MM 90 0 O m DO Compacted 21 B Stone Geotextile Filter Fabric ----35'Lx20' W Gravel Pad -- -1-1 /4" Dia. pipe lateral �1_1 ASTM C33 Sand pipe NOTES: 1. Remove all fill and trash from limits of pad area to undisturbed earth. 2. Backfill area with 12" min, ASTM C33 Sand. 3. Gravel pad shall be level in both directions. 4. See Design Report for material and equipment specifications adn installation guidelines. 4. Install laterals at 9' o.c. 5. Drill 5 orifices spaced 4 ft apart along length of lateral. 6. Orifice diameter =1/4" 7. Provide 4 ft tall standpipe at end of each lateral for flow balancing. 8. See orifice schematic on this sheet for details. (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. V. 2" (51mm) LETTERS (RECESSED FLUSH) _(2) CLOSED PICKHOLES 1 1/2- T� [38mm] I (2) CORED PICKBARS 1 1/8' (29mm) DIA BOSS 27 1 /2" DIA 1 1 /2" [699mm] [38mm] 26 1/4- DIA 7" �- [667mm] -i [178mm] 1 1/2- 26" DIA [660mm] [38mm] 1/4" (6mm) DIA 3 1/8" 24" DIA NEOPRENE GASKET [79mm] [606mm] 28 7/16' DIA I 5/e I' [722mm] 'I [16mm] [58 DIA 4mm) 36" DIA 25" DIA [914mm] [635mm] O.D. OF GASKET GROOVE FRAME SECTION SECTION 24" Dia Riser Influent from Trmt Unit Emergency Storage 210 Gallons 14" .� Ind JTl Surge/Working Vol" 2�11 315 Gallons urnp _ Pu13" �,p 751 Gallon Pump Chamber 751 Gallon Pump Chamber Built Into Aquaklear AK6S245C-500 ATU Koontz Bryant Johnson Williams PC 11901 Old Stage Rd, Chester,VA Phone: 804-541-1436; www.k-bjwgroup.com Date: 12/29/17 SCALE: NTS Drawing Title: Project Name: Pump Tank and Caliber Collision Dosing Albemarle Co, VA R ROADWAY R I o � = PAVEMENT Co 42' MIN. T_ 0.25' MIN: THICKNESS COATED STEEL BAND STAINLESS STEEL CASING INSULATORS 42' MIN. _l STEEL CASING 12' CONCRETE FILL ►�• BOTH ENDS .h• I I sj: 2'-0' 1 7' ❑R 8' 1 7' ❑R 8' 1 2'-0' 1 2'-0' r' -T' 'i'�I DUCTILE IRON PIPE I 18' OR 20' J❑INT OF D.I. _ RESTRAINED JOINTS) r NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A PULL -ON END SEAL GASKET IN LIEU OF CONCRETE FILL: 3, MIDDLE SPACER SHALL BE PLACED AT THE CENTERP❑INT OF PIPE J❑INT, WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N TS FIG. W-10 Union and Gate Valve Watertight Seal 2" Sch 40 Force Main �----- --- Check Valve Concrete Top Seam Tank Design Flow Rate 13 gpm Dose Volume 33 gal # of Doses 8 Pump Run Time 3.5 min Pump Off Time 176.5 Tank Unit Volume 15 gaUin NOTES: 1. Minimum Emergency Storage = 65 gal. 2. Minimum Surge Volume = 300 gal. 3. See Design Report for specificattons of this package including controls, alarm, and control panel. A 3�_ Top4" thick t 4000 psi concrete wl 90/40 8t Stnlx fiber, mesh, & rebar Sealed with Con5eal CS-02 718' � I Meets or exceeds A5tM C-990 (3) 24" r 12"Tur-rite Risers cast in place that extend 8" above top 18" access 0 pretreatment tank VIEW WITH TOP ON _.._.- _....._._ _.. ..__._ _._.. ___.... _..._._..__ 751 GALLON PUMP CHAMBER AT WATER LEVEL I m I APPROXIMATELY 15 GALLONS PER INCH _ 424 GALLON I t-- 1 PAETRI SOO/60D GALLON PER DAY I A AT WAT=a�tF11EL=ATNENT=T I _ ,e 1W- a3 t/r - --- rank m concreM i sew 133 r _ t39 1/r VIEW WITH TOP OFF SECTION A -A INLETS AND OUTLET HAVE 4 INCH CLOSED END BOOT SEALS MEETS OR EXCEEDS ASTM 1227 AND ASTM 923 struction 4000 psi w/ 90/40 strus Mier bQU fb. ter -"j(rexr�p AQUAKLEAR Model AKM245C SWAM Gaon Per Day 14LVW VIEW C-C 75 3fe 13/4" -. 75 Wei° SECTION B-B REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE OF TAMPER HAUNCHING NO. 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE &kURTtRiALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A 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 NTS FIG. S-3 TD- 34 Z. �Fn',`7 SECTION 3 2P a14 l,6ernrFFnrerteSuar /9,�y" "" tta a1" C IiY.' /.m^- . T L PUMP IO. IMIfO:P0.8GXi63ar•Lw *.XV.r.MM4W visit Our Web site' wa"M 9NaCnelanrerd •Ip 1Nar, xY NY111.7Wf wtvrv.l0elfel.COm (sod rnn3r • I fMarA t1asPlaw• 4xfMw) nrsaN SOB'= QNSM WAMWATIM 111111ODU S _ Ors COMPARE THESE FEATURES Durable cast iron construcoon. 15111521153 EFFLUENT SERIES • Made! 151 comes standard with a glass-allec polypropylene base. (For Pump Prefix Identification see News B Views 0052) • Corrosion resistant powder coaled epoxy finish.i • Stafndss steel Ming handle. • Assembled with stainless sisal bolts. FOR SEPTIC TANK - LOW PRESSURE PIPE (LPP) • Non-cdoggelg engineered thermopisstic •Artex impai• AND ENHANCED FLOW STEP SYSTEMS ler design Model 151-113 HP passes ' sphorical adds EFFLUENT • Model 152•AHIP • saes sphencalsolids. �'. 5UBMERSISLE ' • Model 153 153 -' HP passes'Y.'sPhencal Bolds. 1A'• NPT DISCHARGE • Motor - 50 Hz, 3450 RPM, oil-fllied, hermeecalty sealed, aurkim tic reset thermal overload protected. waea NlDuurss • carbonrCetamlc rats. � r. Nlsn �+d .mc> Enw.,t •' Upper tdeove bearing and lower ball bearing running ­wm In both of OC 20 R UL Listed power cord with molded 3•,Nke plug. MODELS AVA11ASILE •.IVNPTvertical discharge. -Nls+rlsantsaaElstatsroErssna.daarm • BN1a1Aen5aeNieD4 eEn,eEt5yleEi� • FIN and BE standard models include a 20 f. variable P.*W4wx%PWJb0 v aer L.M Fk* s.um level That switch. • tr1..4 a N M0. •fT 115Va23eI • Operates a, temperatures to 13VF (54"C) in effluent appl'ralions. All models include a IW x 2" PVC adapter filling. Nate: The shag of effluent system normally requires. Variable level AosUs) Controls and property seed basa,s to achieve required purepblg cycles or LbaN pOVJUER ainsirt an0i nonautomatic plerps. COATED T0Y•M" f r High .N1M2t3Nte7 PUMP liJ. .d MaruAadutDrMof... �uirrPulaaVS.ACl /.999" .-.__..,_n O CAPVdpM 2txIB ZO.Yw W. Aa nlalu raY wd... It 1Q,Paia. < "-•' TOTAL DYNAMIC HEAWFLOW > _PFRIFORIIIANCECURVE MODEi}sui571153 EFFLUENT AND bEWATERING a f MODEL 151... 152 153 r_ iao i 1+ s a w ur a �� » ...... i u 1 r >, Model 151 Models 1521153 CONSULT FACTORY FOR SPECIAL APPLICATIONS 4 •?Inert d>avy Donate a"allaGte. ._.. ,t: -_.� 4 • Electdnl eMrtuAvs, Aar dlplea sysmms, a,e avadaida aN wpPbMMNanirx •VwiNweiMlanMar. avWaaefa amtrd9np , ._.. ._ •Dalelepipptrdtgnabw hvN bet s>Nrbswewbkle.. '.,- i for wbw rw kiv and shot CydM rpdee. •946WOwk4kx&'NL9Rel«o'ft. VWAWJNM. SW :Mt110. • Ow 13VF 154'C)tVeciewmixm r.mwed. L>iI` I Illul pis 1 iAe FM , i ) 1 tW1d Me Ipu eA Wla,a 1 Ertl 1tt I lea 33 1 J - eet5ila �.Y-n"M ) 3 - 4 "EJSy aSsembr MfeE i 1 NW . 0 1 a 3 f a7W tY 1 ' (eU t .s }ASAHri t 3 Dawaea.r«pV %1S• i tla 1 Nt .] 1 1 W ftl# 1'4a id I terLaa i S tlS t wa+ Ida �. 1 3{KQ awtuf lss 1 pn m rrara t � ,., Etet a1D .ib Sx i J 7- SELECTION GUIDE 1.s„y, DepN.a.,n,u,l,w,,,lwr+,«ro„N. Daorb,M,,.m,N„r OPTIONAL PUMP STAND PIN 10.2213 [amntA table Rain. ReMtu.. PabeMcbyynp by hbk 'L SWFW?12bninemothdENDeralAYrwtr EPes •RpIOMM'b skbhailerhe Pale. 3. v hWNMeaW MkhlDera3,w0 n•mprwKtlr.ta,wdrr Mwa• Mededdnble r Iwo"ABS. p1a H)bY qa.a • Fulm w•P Mae bomm d beam. • Prowbe ale W^ to WN VOMby rddn9 sectia:s d 1W G'.fd7 w r PVC PVn1 Aa.wr.Yewaaoaeol..o-wdbansnw,wTe.Map e.aenlr.w,++r • A GAMIN "IYU WDR a-vy M�W11Wn NI"bcaF ',r•..MMr we.. M"W bNRw/�rBdkeW Ace.-O ee tamp. d..W.9 line iIM ntagAxxxie. .eaa eeanm eri:b,:[m PEI]m a"DrM...ee.,ere.n.Il,ae: MaiS:4lrk..«.lbalafn. ban eaNfambn. ,M trr3NN. RESERVE POWERED DESIGN ..--,....., _ . For unusual ColMtions a reserve safety fador is engineered m1a the dMW of every Zoeller pump _.. __.. ---..mtxaoaZxx:cD.Aida+a�.mr.M. _pg al d�a2 U Z \ W CCILL L Q Q o O U Lco J a� (°n .10 Co a3 9,rn= Q C N -� C9 J W L1 W a LL EP TH CH LC Z D 6014 Q:. TES G�� S/ONAL EN /03/2019 Q U Z _J ` / LL Z w i' a 0 W 0 �Z�Zm�n� J � J �, O aaXN Go OW QV vCl) U ''�^^ Coro.. v, J WJ04 W W W o�CcJ m Er C J CO Q~ZW W c� QJ � Q co > U Q DRAWN TMB CHECKED TMB DATE 10/03/2019 SCALE DRAWING UTILITY DETAILSAtt I �10 BACKFLOW DEVICE AND HEATED ENCLOSURE DATA BACKFLOW DEVICE BACKFLOW MODEL HOTBOX ENCLOSURE MOUNTING PAD MODEL DIMENSIONS I' IRRIGATION (RPZ) I' WATTS LF909 HB-1 36 x 22' x 4' I. USE THE ABOVE LISTED MANUFACTURERS, OR APPROVED EQUAL. SUBMIT SHOP DRAWINGS OF ALL BFP DEVICES AND ENCLOSURES TO ALBEMARLE COUNTY FOR APPROVAL PRIOR TO ORDERING. 2. BUILDING CONTRACTOR TO INSTALL ENCLOSURE, INCLUDING CONCRETE MOUNTING PAD, PER MANUFACTURERS RECOMMENDATIONS. 3. CONTRACTOR TO CONTACT ENCLOSURE MANUFACTURER AND CONFIRM CORRECT ENCLOSURE MODEL BASED ON ACTUAL BFP DEVICE MODEL BEFORE ORDERING. 4. ALL BFP DEVICES AND ENCLOSURES SHALL BE INSTALLED IN ACCORDANCE WITH ACSA AND ALBEMARLE COUNTY STANDARDS AND REQUIREMENTS. specifications • Read sWb size is 36`°L x 221 x: 4" • is pnr►wlded by a 60w, 12ov, single prase heart beam ca re,. • The #fit cif of this model are 27% x 13"W x 23 H. • The *JpplapwoW of w* is 35 lbs. • This unit is the L81 axmM when ordered Mt Wit: I NOTE: THIS PLAN REPRESENTS AN ACCEPTABLE BACKFLOW PREVENTER VALVES METHOD FOR PLACEMENT OF A BACKFLOW PER LOCAL CODE REQ. PREVENTER k VAULT, HOWEVER, ALL LOCAL CODES VARY AND MUST BE ADHERED TO FOR VALVE DI 45' FLANGE ELBOW (TYP) ASSEMBLY. . _ . . _ , ABOVE GROUND BACKFLOW PREVENTER N.T.S. DI FLANGED SPOOL (TYP) GROUND LINE IRRIGATION BFP AND ENCLOSUQE CONCRF7F PAD V MECHANICAL JOINT 90 W/ MEGALUG RESTRAWS 04 Mmmm VALLJ .WIP DRAIN OCATAIN Ei �� R AT LOWEST ., ; IN PIPING SIM: V ADEQUATMY ACCOMMMM DRAINAGE NOTES: 1. THE FIRE DEPARTMENT CONNECTION FDC SHALL BE A FREE STANDING AND REMOTE FROM THE BUILDING AT A MINIMUM DISTANCE FROM THE BUILDING EQUAL TO 100% OF THE HEIGHT OF THE EXTERIOR WALL 2. THE FDC SHALL BE EQUIPPED WITH A SINGLE FIVE (5) INCH STORZ CONNECTION AND SHALL HAVE A 30-45 DEGREE DOWNWARD DEFLECTION. THE STORZ CONNECTION SHALL CONNECT TO THE PIPE OUTLET FROM THE BUILDING USING NATIONAL STANDARD THREADS. THE FDC PIPING UNDERGROUND SHALL BE EQUIPPED WITH A BALL DRIP VALVE TO ENSURE THERE IS NO STANDING WATER IN THE CONNECTION AND THAT THE PIPING DOES NOT FREEZE. 3. THE FDC SHALL BE ARRANGED TO FACE A PAVED ROADWAY, SIDEWALK OR OTHER APPROVED AREA AND SHALL BE INSTALLED SO THAT IT WILL NOT INTERFERE WITH ACCESS TO THE BUILDING. THE FDC SHALL BE LOCATED WITHIN 100 FEET OF A FIRE HYDRANT. 4. THE FDC SHALL BE ARRANGED SO THAT THE CONNECTION IS NO MORE THAN 48 INCHES ABOVE THE FINISHED GRADE, SIDEWALK OR LOCATION OF THE CONNECTION. 5. THE STANDING PIPE TO THE CONNECTION SHALL BE PAINTED RED AND WITH 4 INCH WHITE LETTERS "FDC" APPLIED ON TOP OF THE RED PAINTED PIPE. 6. WHERE THE FDC IS SUBJECT TO VEHICLE DAMAGE, THE CONNECTION SHALL BE PROTECTED PER INTERNATIONAL FIRE CODE 312. REMOTE FIRE DEPARTMENT CONNECTION (FDC) va comiLwad oomm NOTES: I. REGARDLESS OF DEPTH OF COVER, PIPE MUST BE SCHEDULE 40 PVC. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATERTIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCRHU.E 40 PVC PIPE TO ANY OTHER PIPE TYPE 3. THE DOWNSPOUT COLLECTOR DRAW SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED. 4. CONNECTION OF ROOF DRAINS TO DOWNSPOUTS SHALL BE OPEN WITH DEBRIS SCREEN TO ALLOW OVERFLOW SHOULD ROOF DRAM BECOME BLOCKED OR SURCHARGED IN HEAVY RAIN. /S MINIMUM SL OPE SEE NOTE 02 SEE GRADING E DRAINAGE PLANS FOR SIZE OF COLLECTOR T COLLEC 7 NOT TO SCALE l'-4• MIN, - SELECT BACKFILL COMPACTED TO 95% STD PROCTOR DENSITY (MIN,) USE RELATIVE DENSITY TEST PER ASTM-4253 & ASTM D-698 3) 4• DIAMETER CONDUITS w*F❑R PIPES AND CONDUIT LESS THAN 6• IN N❑MINAL DIAMETER, AND FLAT BOTTOMED, MULTIPLE -DUCT C❑NDUIT UNITS, HAND -EXCAVATE TRENCH BOTTOMS AND SUPPORT PIPE AND C❑NDUIT ON AN UNDISTURBED SUBGRADE,)K)K 40 ELECTRICAL E TELEPHONE CONDUIT TRENCH SECTION SCALE- N.T.S. VARIES SELECT BACKFILL ❑MPACTED TO 95% STD PROCTOR DENSITY :MIN.) USE RELATIVE DENSITY TEST PER ASTM-4253 & ASTM D-698 ❑NDUITS **FOR PIPES AND C❑NDUIT LESS THAN 6" IN N❑MINAL DIAMETER, AND FLAT BOTTOMED, MULTIPLE -DUCT CONDUIT UNITS, HAND -EXCAVATE TRENCH BOTTOMS AND SUPPORT PIPE AND C❑NDUIT ON AN UNDISTURBED SUBGRADE,)K)K P" OR SMALLER ELECTRICAL CONDUIT TRENCH SECTION SCALE RTS. THREADED PVC CLEANOUT GRADE SURFACE AWAY FROM CLEAN OUT -\ ADJUSTABLE HEAD NOTE: SEE APPLICABLE DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. HEAVY DUTY FRAME AND COVER W/ LETTERS "C.O." CAST IN COVER 1" IN GRASSY AREA 0" IN PAVED AREA 12" 1 1 1 12" 4" MIN. 2500 PSI P.C. CONCRETE COLLAR II I II SIZE OF RISER PIPE PER LOCAL CODES 11111 III I 45' BEND 0 ° 0° °0 ° 0 4o0.0o o°° o°il°° �i ° CRUSHED STONE PER LOCAL CODES °°°° °°o�, 0 0 °0000�_ o°°°° ° ° °°° °p Oo• °°°Oo°°c o 6 O•o° ° . 0° °°°°0°p° DIRECTION OF FLOW / ° p°Q ° o° °• ,po °°°°° _ ° °°°o° ° °°•O°° WYE PLUG WYE IF SERVICE LATERAL DOES NOT CONTINUE SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION CLEAN OUT NOT TO SCALE UTILITY DETAILS CU z Q 0 > �Q o o" Q Q b� �oU(0 (a)cn 110 Go rn 0 Q) c o W W lU a LL EP TH � Lid CHA LE z G C D 6014 ASS/ONAL '�G/03/2019 a U Z a� >w J ZO W > a _ 0 ()ZcoZmW�04 JWWDQa a Ox~OT U W F_ U �Ero`° W z< CC W J W M_N mWWQQ0 W _ � F— WItQ� a�ZwW" U� m� J O a0 > U a DRAWN TMB CHECKED TMB DATE 10/03/2019 SCALE DRAWING 16 6IIAI, GRADNVG E DRANVAGE NOTES I. ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PLANS PREPARED BY FREELAND E KAUFFMAN, INC., THE CURRENT REQUIREMENTS OF ALBEMARLE COUNTY, APPLICABLE SECTIONS OF THE VADOT STANDARD SPECIFICATIONS, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. ALL EXISTING STRUCTURES, FENCING, TREES, ETC., WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE, UNLESS OTHERWISE NOTED TO REMAIN. BURNING ON -SITE SHALL NOT BE ALLOWED. 3. ALL DRAINAGE STRUCTURES SHALL BE PRE -CAST AND SHALL MEET VADOT MINIMUM REQUIREMENTS. 4, ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. 5. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY 'CALL BEFORE YOU DIG' AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND THE EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 6. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. 7. NO SLOPES SHALL EXCEED 2:1 IN ANY CASE. 8. AN AS -BUILT DRAWING OF NEW UTILITY SERVICES AND STORM DRAIN LINES MUST BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. STORM PIPE MATERIALS SHALL MEET ALBEMARLE COUNTY/VADOT STDS. 10, THE CONTRACTOR SHALL ADHERE TO ALL TERMS 5 CONDITIONS AS OUTLINED IN THE N.P.D.E.S. GENERAL PERMIT FOR ST02MWATEQ DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY MATTERS, LLC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO T14E OWNER FOR REVIEW. 12. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 13. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER INLETS AND MANHOLES FOR REVIEW PRIOR TO ORDERING. 14. SLOPES 3;1 AND STEEPER SHALL BE TRACKED AND SEEDED WITH PERMANENT SEED IMMEDIATELY UPON INSTALLATION. ALEEII ME OOLWY GENSM O0Ns7RLcnM NOTES FOR STIOR NVATER MANAiGEMM PLANS, I. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 951 OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2, PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES, CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ,�*-l11-!.►._ ►�11 CONTRACTOR SHALL REFER TO THE REPORT OF SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING SERVICES, PREPARED BY PROFESSIONAL SERVICE INDUSTRIES, INC., PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY. N /F Avon Holdings, LLC PID: 07700-00-00-011EO DB. 2872, PG. 510 Zone: PD-SC Use: Vacant I� IIIIIIIII \\� IIIIIIIIII 0SF OSF - pl i l I I I II Ilr 413^� GRADING INSET (I - -10,) ,,� L6�� 4 Es 4 MR IN N ' . R � OUTF b '.', k �� , I ALL �e 117 PROTECTION �\ BL Tw�7a5 \ SEE DETAL 1 \ I BW,740 \ X5' AREA NOT lV01iI I \ s I I I 7a� TO EXCEED 2% I 1W,76Z TAPER CL TW:73.17 IN ANY �� I I I I BW17Q FROM 6' BW;72.67 DIRECTION I I �, I II 4.4 0' OVER I Ili I I' 1O TW174.75 72.55 I I I I Zi BW172.75 72.75 TW:73.25 001 I / J % / 2.8d AINING WALL 5'X5' AREA NOT BW 72.75 I ( THIS 4 TO EXCEED 2� h I I ! I SHEET) 72.75 PROVIDE CONC. IN ANY DIRECTION 72.65 RELIEF SWALE 6.67% (SEE SITE LL DIE Q DETAILS) b WALL TO HA > I � A MAX. HEIGHT I 8*7a0 5� 73.15 TC 73.05 � � I I I I I ew�>a0 � ' ROOF DRAIN OF 2' a; I I I I I BC 72.55 ,. IT 0 RO I I DOWNSPOUT jHDPEI INV. 472.25 SIDEWALKS SHALL WALL TO HAVE INV,=469.65 I _ NOT EXCEED 5% A MAX. HEIGHTA A OF I' � : 8' 0 R00 I " \ LONGITUDINAL SLOPE DRAIN (I Tct7ao Tc, NOR 2� CROSS I 7aa 9C,745 Ba LEADER I SLOPE SEE CROSS SECTION INV:472.25 57K25 74.5 q-A THIS SHEET I 'I I i' Tao 7i T :74.574,0 73. TC:73.0 I ` \ I I 79.0 TAPER CURE BC:72.5 BW:74.0 74.0 I I\ I I I I 6' TO 0' 0' IN 5% WALL .� I MAX.II WATER-PROOFI� HAVE HEIGHT OF 3' I I REQUIRED, RED 5'X5' AREA NOT TW:75.35 I I I I I I TO EXCEED 2% 74.85 73.0 TC:72.95 I I I II I IN ANY I% BC 72.45 III I I I I I DIRECTION _> I I I III ONTRACTOR TO m v 'i u.° $vim e fir A N .; A8 t N , nowI I III III POSITIVE DRAINAGE I FROM BUILDING m I i I 2U' ucil ;',& 00 795 Easer j r { _ 34 �. 71, 1 I �I CROSS SECTION A -A. - �, RAIL AT TOP OF CAST IN PLACE WALL (RE=SITE DETAILS E X WALL PLANS FOR HANDRAIL DETAILS) CH AST IN PLACE WALL 1/W �6' RAISED SIDEWALK 073 1 MEN no, CAST IN PLACE WALL N 3,8 <125.38 J / 11485,572.24 sob _ / / / / / x\ - N /F Willoughby Property Owner's Association, Inc. C/O Real Property, Inc. PID: 076M2-01-00-000BO F DB. 3814, PG. 193 Zone: PUD MOAR Use: Residential \\\ 3' S 4,30 \ \\ \ \ rtEGJ 50' Ex. Shared Driveway Easement (To be abandoned) PB. 3471, PG. 411 PB. 4137, PG. 332 TAPER CURB FROM 6' TO 0' OVER 15' �- JIM 4 POE N 3,891,340.03 E 11,485,707.7( ILITY POLE SHALL BE ITrliINE RELOCATED (RE: ROAD PLANS BY OTHERS) RETAINING WALL NOTE: TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THIS PLAN ARE INTENDED TO REPRESENT APPROXIMATE FINISHED GRADES AT THESE LOCATIONS. CONTRACTOR SHALL REFERENCE RETAINING WALL DESIGN PLANS FOR ADDITIONAL INFORMATION E DETAILS. FILL REQUIRED TO SUPPORT THE FOOTINGS SHOULD BE COMPACTED TO AT LEAST 98 PERCENT OF THE MAXIMUM DRY DENSITY AS PER ASTM D698 (STANDARD PROCTOR) TEST METHOD. THE MOISTURE CONTENT OF THE FILL SHOULD BE WITHIN PLUS OR MINUS TWO (t2) PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. FILL PLACEMENT ON SLOPING GROUND SHOULD BE BENCHED INTO THE EXISTING SLOPE AND BEAR ON NATURAL MATERIALS. FOR PROPER SITE PREPARATION, THE EARTHWORK SHOULD BE PERFORMED UNDER THE OBSERVATION OF AND TO THE SATISFACTION OF THE GEOTEC14NICAL ENGINEER OF RECORD OR HIS AUTHORIZED REPRESENTATIVE. ,'KAYS CALL BEFORE Dord. on �O [m t r nu y nay iu�.s k tlR Oh 1paON tyn EVERY DIGGING JOB REQUIRES A CALL - EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY LINE THOSEWHILE AROUNDDIGGING, YOUYOU DISRUPTHARM SERVIICEYOURSELF pFRFco AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE RY RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE EACH JOB. WHETHER YOU ARE A HOMEOWNER OR LOCATION MAP A PROFESSIONAL EXCAVATOR, ONE CALL TO 811 GETS YOUR UNDERGROUND UTILITY LINES SCALE: 1" =1, 000' MARKED FOR FREE. a_ Lor i D xr�\\\\ DB.O 14C � \ \ Zo Use: c \ \ \ \ -- \ \ 66 _=�Z�\�\ \� \\. \\ LEGEND PROPOSED CONTOURS EXISTING CONTOURS 1010.4 SPOT ELEVATION MATCH EXISTING GRADE PROPOSED STORM DRAIN DRAINAGE FLOW ARROW OUTFALL PROTECTION (SEE STORM DETAILS) EXISTING TREE LINE STEEP SLOPE - PRESERVED (SOURCE: ALBEMARLE CO, GIS SHP FILE) UPON REQUEST OF THE COUNTY THE LAND WITHIN THE 100-YEAR FLOODPLAIN AND STREAM BUFFERS SHALL BE DEDICATED TO THE COUNTY AS SPECIFIED IN SP2017-16 CONDITION u3. TOPOGRAPHY is SURVEY HAVE BEEN PROVIDED BY SURVEY MATTERS, LLC AND ARE REFERENCED WITHIN THIS PLAN SET, SEE PLAN SHEETS u2 is tt3 FOR COMPLETE SURVEY DATA STORM DRAIN STRUCTURE TABLE STIR. # TYPE RIM/THROAT INV. IN INV. OUT I FLARED END SECTION 467.0 465.00 (2) 2 DI-26 (4' TH2OAT) 470.80 465.81 (1) 3 FLARED END SECTION 471.00 465.00 (4) 4 DI-2A 470.50 467.00 (RD) 465.28 (3) 6 MANHOLE 466.33 460.65 (7) 460.55 (9) 7 MANHOLE 468.33 461.85 (8) 46L75 (6) 8 POND OCS ` 468.50 462.54 (7) 9 8N!ff2GY DISSIPATING HEADWALL 463.79 460.50 (6) *REFERENCE POND SHEET FOR POND OCS DETAILS Storm Drain PIPE TABLE STORMDRAIN PIPE SIZE LENGTH SLOPE INV. IN INV. OUT 2 - 1 18' 27' 3,00% 465.81' 465.00' 4 - 3 18' 28' 1.00% 465.28' 465.00' 6 - 9 30' 5' LOOS 460.55' 460.50' 7 - 6 24' 110' LOOS 461,75' 460.65' 8 - 7 24' 69' LOOS 462.54' 461.85' GRADING PLAN 0 30 60 scA E r - 30, G REVISIONS I BY U Z z Q) rn Q 0 LL U a� rn N Q N Q 0 QO Cr QO C l V O C� OW�N � � W � CJ) Cr p �0 Qo J W W W a U_ gyp, TH CH G LC 2 0 6 01 41 N A L ENG /03/2019 Q U z Q J Lj J 0 W >: o 0 WZCID ZWW cq .JWW:)Q' N 0 X U=~� V W '�� o Vao J -1W �-1N WWW�o0frJ W �' w�Qf- Q~ Z W W � U� m0 J 0 Q O U Q DRAWN TMB CHECKED TMB DATE 10/03/2019 SCALE DRAWING 17 sob --- sob --"' sobsob-- GRADING E DRAINAGE NOTES I. ALL SITE WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PLANS PREPARED BY FREELAND E KAUFFMAN, INC., THE CURRENT REQUIREMENTS OF ALBEMARLE COUNTY, APPLICABLE SECTIONS OF THE VADOT STANDARD SPECIFICATIONS, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2. ALL EXISTING STRUCTURES, FENCING, TREES, ETC., WITHIN THE CONSTRUCTION LIMITS SHALL BE REMOVED AND PROPERLY DISPOSED OF OFF -SITE, UNLESS OTHERWISE NOTED TO REMAIN. BURNING ON -SITE SHALL NOT BE ALLOWED, 3. ALL DRAINAGE STRUCTURES SHALL BE PRECAST AND SHALL MEET VADOT MINIMUM REQUIREMENTS. 4. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (1420) LOADING AND BE INSTALLED ACCORDINGLY. 5. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL NOTIFY 'CALL BEFORE YOU DIG' AT 811. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND THE EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 6. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. 7. NO SLOPES SHALL EXCEED 2:1 IN ANY CASE, 8. AN AS -BUILT DRAWING OF NEW UTILITY SERVICES AND STORM DRAIN LINES MUST BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 9. CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT, PREPARED BY OTHERS, PRIOR TO INITIATION OF ANY EARTHWORK ACTIVITY. 10. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. STORM PIPE MATERIALS SHALL MEET ALBEMARLE COUNTY/VADOT STDS. II. THE CONTRACTOR SHALL ADHERE TO ALL TERMS � CONDITIONS AS OUTLINED IN THE N.P.D.E.S. GENERAL PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 12, TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY SURVEY MATTERS, LLC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 13. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT. 14. CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER INLETS AND MANHOLES FOR REVIEW PRIOR TO ORDERING. 15. SLOPES 3:1 AND STEEPER SHALL BE TRACKED AND SEEDED WITH PERMANENT SEED IMMEDIATELY UPON INSTALLATION. 480 475 470 465 460 455 475 470 465 460 455 Q � Z cv O IO d� I U � o �I Lu I I I XISTING GRADE -PROPOSED GRADE i i I UTFALL PROTECTION SEE DETAIL (CLASS Al i DRY RIPRAP) I I I o 10 bo I� O z 1z; z 27 L.F. OF 18' RCP 3.00% STORM DRAIN LINE 00 n� Sri I I I EXISTING GRAD I I PROPOSED GRAD I I I ,7 T OUTFALL PROTECTION SEE DETAIL (CLASS Al DRY RIPRAP) I I I� � O 'v co O z z z 28 L.F. OF 18' RCP ® 1.00% STORM DRAIN LINE 2 475 470 465 455 475 470 465 460 455 480 475 470 465 460 455 450 Lel O O o �� �� co 0 co 0 0 'cy z Q ' o_ I I I W I Q w OPOSED GRADE XISTING GRADE � i I I E I I \I I Ij II I I r. UTFALL ' ' PROTECTION SEE DETAIL (CLASS I DRY RIPRAP I I I I ,Ln r cO v Flo of cn 10 10 'o cvl 73 O 2!0 v'F— 2!00 z z zz zz z 69 L.F. OF 110 L.F. OF 24' RCP o 1,00% 24' RCP m 1.00% STOQM DRAIN LINE 3 5 L.F. OF 30' RCP o 1.00% 00 475 470 465 460 455 LOCATION MAP SCALE: 1" =1, 000' TORM DRAIN NOTES I. ALL MANHOLE DIAMETERS AND INLET DIMENSIONS SHALL HAVE A MINIMUM INSIDE DIMENSION OF 4' DIAMETER (CIRCULAR) OR 4'z4' (SQUARE). STRUCTURES SHALL BE UPSIZED AS NEEDED TO ACCOMODATE THE CONNECTING PIPE SIZES/ ANGLES. 2. STORM DRAIN PIPE SHALL BE CLASS III, WALL 'B' RCP IN ACCORDANCE -76, UNLESS NOTED WITH ASTM C OTHERWISE. 3. PIPE LENGTHS ARE BASED ON HORIZONTAL DISTANCE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE AND USED FOR DESIGN ONLY, CONTRACTOR TO FIELD VERIFY ACTUAL PIPE LENGTHS NEEDED FOR CONSTRUCTION. 4. CONTRACTOR IS RESPONSIBLE FOR COMPARING THE STORM DRAIN WITH THE PROFILES FOR THE STORM DRAIN LINES AND INFORMING THE ENGINEER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5. STORM DRAIN PIPE SHALL HAVE WATER TIGHT .JOINTS IN ACCORDANCE WITH ASTM C 361, C443 AND D3212. STOQM PQOFILES 450 O 30 60 HORIZONTAL SCALE I" = 30' O 3 6 VERTICAL SCALE 1" = 3' t CU Z 0 Z. UJI a U- "' O (D011 Q > Q) Q o ON o U `n 0 cn U)110 co N 9,o\= � o o W CHG L _ 0 6014� 6� , iC!ONAL ECG .-- '� U W O J � Lo � ¢ocx Jh�W..,p 2 J cm _j co w W W U .j ® p > U DRAWN TMB SCALE 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS REVISIONS BY MH-tA NOTES' - 57-1 P81 NO PROJECTION OF PIPE ABOVE GROUND LINE SWM-DR 1'-gy,," DIAL IF ULETTERSSED THE E TERS ARE TO BE"`'/ -ACCESS DOOR SHALL BE LOCATED DIRECTLY OVER STEPS WITHIN STRUCTURE CAST IN THE DEPRESSION IN�iOP OF r r \ Y4. GRADE 60, REINFORCING ROD ENCASED W TCP OF FILL - TOP OF FILL TOP OF FILL -Y 1%i' COVER V WIDE AND RAISED %' HIGH - " �V/ " 4" AS SHOWN. / S A CORROSION RESISTANT RUBBER OR OTHER _ __ _ -- , _ __ - _ a ❑ ❑ • N0. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. - ---- - - --- ------ _ RO _ _ - _ -y , (DIMENSION MAY VARY WITH MANUFACTURER'S - --- _ ---- _-_ __ _ - - _ _ II L - - ---_ - - ❑ ❑ ❑ ❑ DESIGN) -__- -GROUND LWE x _ _ _ __ _ GROUND LINE? _ _ -GROUND - - x _ - , n FINISHED A Q iii A It12 CORROSION RESISTANT . r-rh - - _ - I _ - ,,, r _ I _. _ _ i,".•/ MACHINE MACHINE _ DIMENSION ,alp - _ = I - � _ -. ;• MATERIAL _TOIL- •,-III_,I "� ITT rr,••rr= .,-.r„ 1 1�1 f ���I�I ,: �I- I-11'. - r ❑ ❑ ❑ ❑ ❑ ❑ ❑ ' S REINFORCING ROD cN - IIF,,r,'(l d r II '�I-F_!r a -� . 'I'I_ jl - -,� [f �r,� Ja, ''i r Ilc" 1 $ EARTH R.CK OR EARTH /B'^ -� - ON IILLDING p -I -11� . N I/.� I V. 0. 0. T. o -I r SOIL -."1L)�'i , I o o I_ Ii- xl 1 BEootNc _ �" /" TYPICAL SECTION I - �I MATERIAL � -_i" 1'-8%" DIA LETTERING n -I �I-_ H I - �_ /� %/ ;% I -a a SECTION A -A OPTIONAL Q ❑ ❑ ❑ ❑ MIN. vto p I ViU D MIN. I`70 O � ' _ = �4 2 - 0 x - BE DDIIIG X D % BEDDING _ X D - Y } h1.iTERA - - - MA1EfilA I ❑ o4 70, N M,a MN 8".MAx 24" FOUNDATION SOFT, YIELDING, OR I Sr* A NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL F I I H I I �__ _t. . 0= APPROXIMATE WEIGHT - _ - QTh i CAST IRON PIPE PROJECTION ABOVE GROUND LINE TYP. FRAME 174 ± 9 LBS. c° r Y COVER 137 ± 7 LBS. TQP ' • . Mw 1,5 . D MW 1 5 A D NdPt. 1.5 x G MIN, 1.5 a D MILL 1 5 . D MIN I '. r •;="' NOTES' TOP OF FILL TUP OF FILL TOP CF FI_L STEEL HAR r A' I I/4' ".: STEPS WILL BE REQUIRED W ALL STRUCTURES WITH A DEPTH °F +'+ 2'-4" •• .. 1 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. _-- __ _ _ __ _ _ _ - _ - _ _ __ - _ _ - _ _ _ _- _ _ _ _ - _ -_ J�,_ TYP.. v, 2" x I/z" -fl-f=ff / ♦ - --_ _ _ - ____ .# 4/z" - _. - - _ _ _-_ _ ___ __- -__ __ __ _ _ __ - /4 STEEL 1 \� ...: ^ _ '� ALL 57EPS SHALL PROTRUDE 4'/z" FROM 1N510E FREE OF _ _ _. _ _ _ _ _ x = _ _. - : _ _ - -_ x __ - _ _ - -- __ _ _ _ _ - c _ - PLATE _ _ / \ `.° STRUCTURE WALL. - _-__-�� - -- - __ _ - ___ rrr/. „�:.-rr•• _ _ - __ .rr.�i- ;,; - -__ -__ / I \ �� MAXIM STEP SPMUiG 70 BE 1@' C-C. - - - -- - =r-� r�,�- :7 ' i / / _ - / - _ __ B r LAN P w - B P A ORCE OF 300 BLONDS HEN '-4" ST P HALL WITHS4 MNWUM F 5'-4" S 5 SQ. I E S S AND Q. I CRDU ND - VD ••I.•: GROU rrf l.•r. F RT EX 4 'FR 7 ACE Of THE SUPPO 3 " TEtIDED OM FIE z --- c oury D O I R -- L - O + (L E 1 V L E 30° - 1 I - D Ih E x 9 LOT Y ^PAC _ _ _ _ ST 7 V IC '! GN D MD UT9F RMPL o ED - P N2E O 8E ERT ALt ALi E 0 r'\' '/a h E S - rri. i 1 FOR THE ENTIRE DEPTH OF A,Y STRUCTU/RE. , I-1L• - _•,r.• - - - - - -,x I I TYPICAL SECTION - - '.' - - - 33((,,• DIA % 6" ED. .� IN PRECAST UNITS STEPS MAY BE CAST IN PLACE. MORTARED EARTH u / ;// • III Rom, o -I /' ; % /�`, -I1, A6HESIVE BOLTS (DIMENSIONS MAY VARY WITH INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. - I L= =1-IIII I :, -� ._ ROCK OR _ �/// ���; ll W/FLAT WASHERS AND MANUFACfURER'S DESIGN) MIN. t/10 O - - ROCK .I SELF LOCKING NUTS IIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIIII 23)'a" DIA 1/�' AE MINIIAUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURA710N, Oft MATERIALS suN vt0 D x C x-BEDCiNG yz pER ?r- =�L - SOl - - - - TYPICAL 8 PLACES -EQUALLY P „--- FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET '.1ATEk1Al I'• OF H x _ D x NETT. II10 D _ BEDDING SPACED ON AN "E" DIA B.C. 22" tlIA I THiE MINIMUM REQUIREMENTS SHOWN HEREON AND THE MN, a BEOD NG MATERIAL EAR"H ' �i' x i/z" SLOT CON TRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND MAX 2a' MATERIAL 20�i' DIA O CER ITIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS FOUNDATION SOFT, YIELDING, OR ' RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL I OF SUCH STEPS. NOTE: A HINGED. LOCKABLE ACCESS DOOR 3' ALL STEPS INSTALLED SNA1.L BE PROVIDED WITH SLIP-RESIST.WT WITH A MINIMUM 2' x 2' CLEAR OPENING n SURFACES SUCH AS BUY NOT LIMITED TO,CORRUGAIE0 KNURLED, BEDDING MATERIAL W ACCORDNCE WITH EMBAIK.MENT OR DIMPLED SURFACES. ® SEcnoN 302 OF THE ROAD ANO BRIDGE � NOTES St1A1.L BE PROVIDED ON ALL TRASH RACKS. 5p_r1F1CarICNS a ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH CLASS I BACKFIL, MATERIAL IN ACCORDANCE SEE INSTALLATON OFP'PEICULeERTS METAL (STEEU J ASTM B221,ALLOY 6005-T5. I J+ITH SEC110N 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES HIGH DENSITY POLYETHYLENE PROVIDE �' THICK U 1 7`/.' OLl iI mac\• `t1\ESN UNIFORMLY THAT 7COATEDTHE WITHTAPENCASED IN MASONRY SHALL BE BITUMIMOUS SOLVVENTT T PEE.. ASBESTOS SPECIFICATIONS REGULAR ION 302 MATERIAL V+ ACCORDANCE CN SHEET 'G7 00 APPROX• ANTI -VORTEX PLATE (20' w� iL.S•I FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL FOR PLASTIC PIPE CLASS I BACK FIL_ MATERAL W T-1 SECT ION 302 OF T-iE ROAD .END BRIDGE `s„SHED CLASS CONFORMING To THE ( 5•' j 22" DIA _-J_ 8" _{ V-9)i' DIA 4, , h0 g'\� SPECIFICATION To-C-00498A IN AC CORDM.CE WITH SECTION 302 CF THE ROAD SPECIFICATIONS. SIZE PEOUREMENT5 FOR CRUSHER RUN W7. (LBS.) TALL X 5'-4' LENGTW 18E z MW O�tI AND BRIDGE SPECS CANONS AGGREGATE SIZE V5 A4D 26 MAY BE BS SECTION B-B BOTTOM ALUMINUM STEP FOR ALL OTHER PIPE REGULAR B CKFI' L MATERIAL US_D IN PLACE cF CLASS I BACKFILL. THROUGH CENTER OF RACK IN ACCORDANCE '41TH SECTION 302 OF TILE ROAD AND BRIOGF SPECIFICATIONS ^ •� SPECIMA-FIO14 SPECIFICATION vour XV DOT S-ECIFICAT ION xV pp-r SPECIFICATION ROAD AND BRID�STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE REFERENCE STANDARD STEP 1 INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERE^ICE STORMWATER MANAGEMENT DETAILS TRASH RACK REFERENCE U ROAD AND BRINGS S7PNOAR05 RO..D AVD BRIDGE Sr<NpARUS ROAD AND BRIDGE STPNDPRDS FOR SHIM DRAINAGE STRUCTURES 3D2 Q Q) �O SHEET 1 OF 1 REVISION OAtE 224 REVISION BAT E SFEET i OF 1 SKEET 1 11 4 RE VISICN 11 E CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 3U2 SHEET 5 OF 5 REVISION DATE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 VIRGJUA DEPARTMENT OF TRANSPORTATION 303 f06.06 10809 10701 07I11 WRCINA DEPARTMEN- OF TRANSPORTATION 1t4•pg VIRGIWA DEPARTMENT OF TRANSPORTATION 0\ 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2 Q � C 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS U_ � T-DI-2 ES-2 B-L B-2 n` I A PAY LINE T MH 2 W O 0, E TH OF PIPE C E KEEP HOLE (AS RED D 7 STEPS (AS RED 0 ) b :r'T'� PAY LINE /- SWEEP HOLE IPS REO'DD I C I� / LOCATION OF HOLE TO VARY WITH RECOMMENDED MINIMUM DIAMETER - / _ TYPE OF INLET CONSTRUCTED. HEIGHT CHART DIAMETER I I w � 0 N HOLE MAY BE SHIFTED RIGHT. LEFT PPPROX. 2/z't { +- OR CENTERED. (CO DIMENSION SLOPE I cow I MH-1 FRAME U U) \' / (�' B PIPE SIZE o I CONNECTOR III���III�jI+! (CONCRETE PIPE) SECTION ,1, \� AND COVER l 12" 4'-W- SIDE I• _ I �u '! C --t�- LUC \, I '_ o� 1yrDIPME7ERSHOLES, 3"P OCAL SD OT, v 15" 4'-ilI/.i' THREADED I I � ,y .g-_- ( Is- 5'_21/Z' R� I STEPS I- RE O'O % - La FOR 4 STEEL DOWELS. 1 _ t I 'I I OR OTHER V007 APPROVED METHODS. Q COL PFt & ` 1 21" 5'•5A" a I I > I I _z 1 I T ia' EE NOSE 8. E 180 APART. GRATE L 21/z" X 2%z" X %a" CALM. 24�. 5�_9' I I- I. i SEtiTERS i0 B �"' r-� >� V J �0 i z7" 6'-ai," ALTERNATE CONNECTION ..,I I ALTERNATE Jowr 4J z �• 3Q•(15 fi 61/ ' I '- • • T' - DETAIL NOTCH, DOWELS, KEYS OR OTHER VOOT APPROVED x Ji MEMIS OF PROVIDING POSITIVE INTERLOCK ARE TO �n 't ' .- I _ - - - - - J 33" 6'-9)'a" w I I 8E INCLUDED IN FLAT SLAB TOPS USED YI 2� 22'--Z' I TYPICAL CROSS-SECTION - I x F• } D 1 x I d ° I X I CONJUNCTION WITH CURB DROP INLETS. z = �$ SPACER UNIT O \, / 36" T-1" I TOE PLATE Y O (AS REQUIRED) DOWEL THROAT SECTION TO 42" 7'-71/{' W5.5- I`w � ���� �� ..� VARIES 20'-0" MAX. OR T)HAIAIIER IF °)'R0°VED CAST VIDE "OFEW TEI-Y K. 48 8 2 SKIRT SECTION EDGGNEFORCED B-1 W' E 6" - s45.b . OUIV ,ALL UEb LOCATION, SIZE AND SFIAPE FN I I I I F,` ❑ IRE FABPoC CR EQUNAENT AREA- OF HOLE MAY VARY DEPENDING tz STEPS VJ SLOT LENGTH L" I DIMENSIONS 2„ OF STRUCTURE. J (AS REQ'D.l ON THE TYPE L_ PIPE SHEET THICKNESS A B H E W MONOLITHIC 2 - t-°- - z �•-:�-: I / ' < UI L� NOTES I DIAMETER STEEL ALUMINUM 1" TOL. MAX. 1" TOL. /" COL. 2" TOL. ° FOOTING �rTT STEPS \� B 12" .064" .060" 6'. 21'• 24" 24° _ / I I (AS REQ'D.) j A 1. SEE GENERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. I 20• 15„ .064" .060" 7" 8" " 26" 3D" 24" 2" MA%. m ' •J PROX. 2,_p„ 2. CONCRETE TO BE 4000 PSIMINIMUM. .�P 18" G64„ 060" 8,• 1 „ " 31" 36" 24" I ' z ' PLAN P A {` I 0 + 6" . 2x 5" - q,-p" 5" UJ 3. REINFORCING STEEL W ACCORDANCE WITH ASTM-615. W / 2V .064" .060" 10" 12" b" 36" 42" 24" 1 --11 I > 24" .0GV1 .060" NY' " 4Y• 48„ 2V' 4. DIMENSIONS SHOWN PRE MINIMUM. ACTUAL DIMENSIONS MAY r 27"/30" .064" .075" 12" 1 " " 51'• 60" 24" B-2 FLAT SLAB TOP UNIT / 5 MIN, I \ / 5" MIN. I UJ VARY WITH MMIUFACTURER. PI-� 36" .064" .075" 14" 79" 80" 72" 36" S, FOR DETAILS OF FRAME AND GRATE SEE STMiOARD DI-2A B. C. 42" .064'• .105" 16" 22" 9' 69" 84" 38" DOGHOUSE WITH FOOTING a ' B. VERTICPl REINFORCING BARS TO BE CONTUNVOUS THROUGH JOINT. 48" .064" ,105" 18" 7" 78" 90" 24" NOTES: 54" .064"/.079" .105" 18" 30" 84" t02" 36" 5" 4'-0" 5' 5"I 4'-0" 5" 2" 7. STANDARD S7-1 STEPS NOT REQUIRED W TINS TOP UNIT. ' 60" .064"/.D79" .105'Y-135" IW' " 87" lib" 36" 1 111"'''"''������ 7` 2 ° 4 ALLOWABLE SF.E GENERAL NOTES FCR ADDITIONAL u.F ORMATION Ctl WEEP HOLES. STEP REOUIREh1ENi S. EF "H" (LIT! FT FOR MANHOLES, DUPEN510N5. ETC DIMENSIONS #4 ¢ CONSTRUCTION I i 2. ALL BASE LNNS ARE TO BE IN ACCORDANCE WIIH THE REQUIREMENTS GF AASHrO M199 x Y ABSOLUTE 7" a" c-C JOINT L z'/z x 2/Z" x /;I GALV. ' - �- SUGGESTED CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT MC SX12 , _ ^ 2" L 21/z" x 2�z" x /;, OALV I NOTES: ° MINIMUM MINIMUM MAR PIPE SIZE MAXIMUM * GALy ,0 3 CONCRETE SHALL BE 4000 PSI -, iV - 2,_O„ t,_ ,. 2,_0„ V'3" , x 3c 4" b„ 24 21.. (14 ¢ #4 ¢ APPROACH - - i. TOE PLATE TO BE PUNCHED TO MATCH HOLES IN SKINT LIP. I� " GAMETER I BOLTS TO BE 4 'WHERE OPENINGS IRE REQUIRED FOP FIFE. tIIEY SHA; BE FORMED, DRILLER CR r:EA7LY CUT q8" - 6" ; r z],. NOTES: 10" C-C FURNISHED. LENGTH OF TOE PLATE IS W 10" FOR 12" TO 36r' DIAMETER PINE PAID W • 22" AS APPROVED BY THE ENGINEER THE CONTRACTOR SHALL FCRNISH THE FABRICATOR WITH ' 6, 8" C-C '.E a APPROACH GO. _ - : , R 36" TO 60" DIAMETER PIPE. - 60" 5" 8" 36 42" I. NEAP UNE E� SNOTES ftE FOR EMENTS" H N(LW FTT'FORo" SGPRA R RINGS SHOWN HEREON ARE ALSO KNOWN AS ' GUTTER io '' THE A:VCLES BC twLEN CENTER LIVES THE INVF.RI LLEVAlIONS. AIU THE BILE OF ALL PIPES iG OL S, TEP QUIR E 5" OR ADJUSTMENT RINGS". ti4 ¢ - �, �- : +14 ¢ a _ ( a --IAIAMET HOLES E O S A MP.In1UM OF a" t0 A MAXIMMUM CF 8" LARGER MAN 74' 6" a" 4a" 54' ! p. to" C-C '� H � 10" C-C i , �-- -_ _ _ n 2" ,�. � I 2. SKIRT SEC110N 12" TO 30" DIAMETER PINE TO BE MADE IN ONE PIECE. THE Ou E9 DIMENSION, ETC. C- .� ENTER THEN n MANFiOI i"I E ]TAME! R CF THE FRUPUSED PINE a4" ]" 66" "I �+r- z .D E b' 60' 7. WHEN SPACER UNITS ARE REQUIRED,"H S TO l� \ ;,{ . I,.8' . IV"AR i I _ 3. SKIRT SECTION FOR 36" YO 54" DIAMETER PIPE MAY BE MADE FROM TWO SHEETS JOINED BY 961 g' 8" 66" 72" 2. ALL SPACER UNITS, FLAT SLAB TOPS, AND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER. \ �/ N - - - 5 OIMENSION5 SHU'NN ARE MINIMUM ACTUAL DIMENSIONS MAY VARY WINH MANUFACTURER. a ;, s - VET G BOLTING ON CENTER LWE, 80" MAY BE CONSTRUCTED W 3 IECES. 1p8•' 9 g^ 7g 64" ARE 70 BE IN ACCORDANCE WITH THE REQUIREMENTS 8' TAPERR NIY7 IS TO BE DOWELED OR MORTARED TO z - ! = WDiCA7ES AREA 4 _ - i i RI IN OR OF AASHTO M799. U TOR FLAT SLAB TOP INDICATES AREA 7 HICKNE55 AS SKINT. a ."',�' `D OF CONCRETE TO OF CONCRETE TO N E+ - - - - - - - - - - N Mw-L IaM r R P . ; CONNECTOR SECTION CORNER PLA E .HID TOE PLATE TO BE SAME SHEET T 6 "O 5 0 D E E C' #4 ¢ fi" C-C BE POURED W PLACE :. :? BE POURED W PLACE + 4 HAYED WITH ER TH1 MORTAR TO PREVENT STMUCT _ NC P I. THEN INVERT OF niE $TRU GF THEN OU iF ALL PIPE IS HIGHER THAN THE BCTTUM OF THEN STRUCTURE 120' ," 6" 96" �2' 3 CO RETE SHALL BE 4000 5 S. END -SECTION AND FITTINGS ARE TO BE STEEL FOR USE WITH STEEL PIPE. 7 ITN THE ERT THE EVER W4' 12' d" 708 120" HA L(E� '_ I HOLES PROVIDED HOLES PROVIDED TOE C1URE SHALL BE 5 4. FOR STEP DETAILS SF� STAWARD ST-1. O G C1 2 FOR t4 % 8" DOWELS '4 4' i0R #4 X 8" WWELS ° PLATE 6. END -SECTION AND FITTINGS ARE TO BE PLUWNUM ALLOY FOR USE WITH ALUMINUM AI-LOY PIF+E. OR PCNDIrIG CF WATER Ih' THE STRUG TORE i STANDARD RISER I 8 TONGUE AND GR30`/E JOINT ARE 10 BE 'iF FABRICATOR'S DESIGN MEETING VDOT APPROV TUAL DIMENSIONS D 5. DIMENSIONS SHOWN ARE MIl9MUM AC UNIT I 8" 8" 8" 7. EITHER THE STEEL OR PLLUNINUM END-SECTiON DETAILED MAY BE USED FOR PLASTIC PIPE SIZES MAY VARY WITH MANUFACTURER. I n ( I 8 8 8 HOLES Otl t2" GEN7ER-MPX. SHOWN IN 5T'O. PC-1 OR AN APPROVED PLASTIC END -SECTION NAY BE USED. .C4Nt5 ARE IU BE SL ALEU 'A)7H MORN Ak1,0 RING 6ASKLr$, GR Bu[Y, RUBBER A• DEPTH 'H" GF 36" UcaiEIER RASE UET RESTRICTED _- 2 0" TU 40" MAXIh1UM 2,_p„ B. WHERE FLARED END -SECTION T ARE TO BE USED WITH ASPHALT COATED AND PAVED METAL ELEVATION PIPE, END SECTIONS DO NOT NEED TO BE COATED GR PAVED. TT UNE THROUGH PIPE ONLY (ONE PIPE ENTERING AND SECTION A -A SECTION B-B ALTERNATE SECTION B-B �, �6 .I CIE PIPE EXITING STRUCTURE% ) 6014 (CG•6 CURB AND GUTTER) (FOR USE WITH CG-7 CURB AR GUTTER) �� SPECIFICATION 1vDOT SPECIFICATION VDO'i- �VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FI_E IN THE CENTRAL OFFICE. SRF_FERENCON 1VDOT SREFERENCE N REFERENCE REFERENCE FLARED END SECTION STANDARD PRECAST BASE UNITS STANDARD PRECAST MANHOLE TOP UNITS FS 05 STANDARD PRECAST TOP UNITS ROAD AND BRWGE STAR OAROS ROAD AND BR DGE STANDARDS RO,D .hD BR DGE ST ND RpS ROAD PAID BR DGE STANDARDS 233 REVISION DATE SHEET 1 of 1 12" - 60" CORRUGATED PIPE CULVERTS REVISION DATE SHEET 1 DF 1 SHEET 1 OF REV SIGN DATE 105 SHEET 1 OF 1 REVISION DATE !Q9 �O 3p2 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 0871' VIRGINIA L'EPARrMEHT OF iRAN5POR7ANUN 30Z 103.09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 N A `- /03/2019 103.Q1 VIRGIWA DEPARTMENT OF TRANSPORTATION t02.03 103 n 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS R-1,2,3 EC-1 DETAIL 1 DETAIL 2 DIMENSIONS B D MW.X WEEP HOLES �E-B QC DETAIL 3 R Iu - B 60" 5" (AS REOUIREDI I LEGEND PAGE 10'-6' M 72„ g„ 84„ 7„ 57EPS MIN R12" TOO) A -FLAT SLAB MOP WI -I- FRAME AND GRATE IT DI-11 10307 A i A A 9b" 8" FLESHED GRADE SET W LNE 12" TO i6" C-C. B-OHOP IVLE1 i0P uM' Tr DI-^_) ID3C4 8° 3'-O' 8' 1'-0' i M I n ELEVATION C - THROA( FACE BLOCK U-UI-3.4) 103 C5, 103 06 A A' p CURB CROP INLET THROAT SEC TICN ci-G-3,a) t03.0 5. 1C 3.U6 I to I Z I M� w LIFT HOLES I 5 F - FLAT SLABa TGP WH H HOLE (T-MH-21 1p3 C9 3 )I N I o r` I G CROP INLET TOP UNI" 1T-01-5) 103 C7 p . STEP OPTIONAL DEPENDING 8g 2 E q .I MIN. 3 ON STEP SPACING W STRUCTURE xa I - GRGP lV'_ET TOP Urp' 1T-01-7, NS CS 3 > � 'I . J - FLAT `.SLAB TOP LINT IT VFI-21 103 C'9 _ to oT N K� I K-MA`litOLE FPAME Aa0 COVER (T-MH-H 106 C2 THRU 106.06 00 4'-O" L - SPACER UET (T-. C 103 G9 B I B to os ' M CONCENTRIC TAPER UNIT IT-M11-2) 10309 L L 3V I O RI ENN UNIT IR�1 R UNIT (T-MN-2i 1031J U 103 C3 I B 2" (MA%.) RISER P-PLAT SLAB REDUCER SR-2, 10310 ✓may • i ' -I Is O- TAPER REDUCER (R-3: 1U3 Ip !i'� FA _ _ R- MAHOUT RED BASE UNIT - OVER 4' UTA lB-I)103. 11 j S-DOGHOUSE BASE ENT - OVER 4'OIA (B-2' 10311 � R-� D9 r -FOOTING (B 2) 103 1I W n It U- TEE SEC70N BASE UNIT (8 E 10311 _J ALTERNATE JOINT V-DUNOLHIE BASE DI:T VEER 'DiA. (a-N M311 �' I X D - i X i W- UOCHUUSE BASE UNIT -OVER 4' DIA. (a-2: 103 11 '- 1 (NOMINAL DIAMETER ) DETAJL x - FOOTNG E i 103 C CEOTEXTILE C - RFNFORCWC IN 30' FABRIC m GEOTEXTILE / r FLAT SLAB WITH AST. �15. AL !SKIRTS JCWT DENTAL 103C3 - _4 - A A ,�� W FABRIC GEOTEXTILE-• r�, /� FABRIC R_2 NOTES/ ° 0) % CD Z m W c) IN SECTION A -A SECTION A -A SECTION A -A w W t fn - 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES. STEP REQUIREMENTS, GENERAL NOTES - PRECAST Y' H• (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. � W Q C) ~ N MIN. 3S q,_0„ 2. ALL REDUCER AND RISER UNITS ARE TO BE W ACCORDANCE WITH THE REQUIREMENTS FRECASF STHUOILFES WILL CONFORM IU SECTION 302 OF THE SPECIFICATIONS 5' DIAMETEJ WEEP HOLES HILL BE REOUFED DI PRECAST STRUCTURES LOCATED d /�•� - ,xJ /�'ID MIN. W x S MI OF AASHTO M199. THE MANFACTURER 'HILL HAVF THE OPT QN OF SELECT NG THE COM31NATION OF ADJACENT r0 iFE PAvEMENT TO DRAIN THE SUBBASE PLACEMENT GF YTEP HOLES IflIIIII- � ( J W x 1 3. CONCRETE SHALL BE 4000 PSI. PRECAST UreTS 70 COMPLETE A STRICTURE UNLESS UfHERW+SE NOTED ut+ THE THE PRECAST UNIT .HILL BE DETERMINED 8, THE PROXIMITY O= THE STRU; TORE \��//II 1r NOTES FLANS 10 THE SUBBASE )VEEP HOSES MAY ALSO BE REQUIRED' IN O-HER STRUCTURES �! T ao 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED. OR WHEN CALLED FOR ON THE PLANS OR DIRECTED BY THE ENGINEER, X \ () _ _ _ p 1. FOR MULTIPLE LINE INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION I.NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE 'H' (LINE AR FEET FOR MANHOLES) 01MENSIGN SHOW+ ON THE STANDARDSLCO Nd Q OUTSIDE THE CHANNEL WIDTH (W). '>` THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATION% AND SPECIFIED ON THE PLAN5 'WILL BE MEASURED FRCM DfE INVERT OF THE WEEP HOLES WILL IIAVE 12" X 12" PLASTIC HARDWARE CLOTH.'/" ME5H LIFT HOLES AND T1,E SIZE OF ALL PIPES TO ENTER THE MANHOLE. OUTF ALL PIPE TO THE TOP CF THE MASCNARY STRUCTURE PLAN "H" DIMENSIONS OR GALVANIZED STEEL WIRE. MNIMUM WIRE CINAETER 003", NUMBER 4 MESH I�... iY O N ARE APPROXIMATE OI`ET FUR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS HARDWARE CLOTH ANCHORED FIRMLY To OUTSIDE OF STRUCTURE. 1Y" Li,. �'• 2. ON ANY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO Et�WPLL �4 1, w I= �y OR ENDSEC-RON IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO BE IN ACCORDANCE _°- 5, FOR STEP DETALS SEE STANDARD ST-1. SHALL BE UETERMINEU DY THE CONTRACTOR FROM FIELD CONDITIONS. /� � z +Y� L_ y, WITH DETAIL 2 SHOWN ABOVE. I( ' `�` I Z FRECAST Uw TS LOCATED ADJACENT -O CAST -IN PLACE CO'ICRE-E ITEMS. SUCH ( , ... f_ h STEPS <AS REQUIRED) A' 3 6. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. DI THE EvEnT ME INVERT OF THE OUTFALL PPE IS HIGHER THAN THE BOTTOM OF AS FLUMES. OHC-{ES, GUTTERS. AND SIDEWALKS SHALL BE CONNECTED TO THE \/•/ 7"" r A i UNIT t S F .4 MOOiH STEEL b04EL5 5 A„EO D 6 .J N 3. GEOTEX7ILE FABRIC TO BE INSTALLED UNDE CLASS A,I, A:D II MATERIALS W SET IN LINE 12" TO 16" C-C. THE ST RUC TURF., THE INVERT of THE STRUCTURE oHhL fiE SHARED WITH THIS ADP CENT B ME ah 0 H S J ACCORDANCE W17H THE SPECIFICATIONS. 7. "D' IS NOMINAL DIAMETER. I2' DNA. PVC SLEEVE � .•-� `'° F� hfOR7AR i0 FRE VEtIr SrANDIPIG CR PCNDING Or WAtET7 IH THE SIRLGrURE 7Ii15 APPROxIMATELY 17' CENTERS THRGUGHGUr THE CCNTaC,T LE1:G 7H AtvD E<7Er:DWG GEOTEXTILE 4, S - QIPME7ER OF CIRCULAR CULVERT OR SPAN FOR 6oX, ELLIPTIC AL OR ARCH CULVERT. [ 8. WHEN USING R-2 FLAT SLAB HEIGHT OF STRUCTURE FROM THE SLAB UP WILL APF•Lr 70 aLL 5TRUCTURES MEETING -HIS "OtNO' SH aID IS NOT 70 BE Ar LEA51 4' INTO BOTH THE PRECAST UNIT TO P,ECEIVE THE FABRIC H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH TO THE FINISHED GRADE ELE\lATION IS LIMITED TO A MAXIMUM OF 25'. CONFUSED WITH STANDARD IS 1 T-IE COST FCR NVERT SHAPINQ SHALL 3E uNGLUDED CORES, THEE SHALL NOT EXCEED 5/a DLwETER DRAINS (TYP-ZJ W �, Q„ (D CULVERT. IN THEN FRICE BID FOk THEN S7RUCI URE �y�'� W co SECTION B-B I, A I D - { X I " 9. TONGUE AND GROOVE JOINT TO BE °F FABRICATOR'S DESIGN MEETING THE APPROVAL ThE STANDARD SAFETY SLAB :SL-b IS TO BE USED ONLY WHEN SPECIFIED IN THE PLAN in < 0 Ch w W x USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE,BOTTOM WIDTH AND DEPTH OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.O-RING GASKETS,OR 'WHEN SPECIFIED ON THE PL4145 THE INVERT IS TO fiE SHAPED Iv ACCORDANCE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE MANAGE DESCRIPTION S �pyy L- MAXIMUM OUTLET OF CHANNEL OR MATCH EXISTING °ITCH OR NATURAL GROUND. BUTYL RUBBER. '•4NH STANDARD 151 THE COST OF FIJRrnSHING PVG P ACING <Ll MATERIALS FEFER iO 5T AlDARD SL-1 FOR SAFETY S_aB INFORMATIONV. L E i "� may, r VELOCITY INCIDENTAL TO THE SHAPING IS i0 BE INCLUDED W THE PRICE BID FOR THE I ��' ir8r V '< TYPE OF OUTLET PROTECTION MATERIAL MINIMUM "T" TAPER STRUCTURE Y" CdAMFER MAY BE PROVIDED CN ALL CODES AT MANUFACTURER'S OPTION II' � (� J (FOR DESIGN STORM) (INCHES) OUTLET PROTECTION WNUMUM LENGTH (LI REDUCER _ I � = , t W V aLL PRECAST 5TRUCTURES TC BE CONSiRUC7EC tY1TH 400C PSI Mu,IMUM CCNCRErE Li.i CLASS Ai CLASS At DRY RIPRAP 8 fps 18 TYPE A INSTALLATION }H R-3 STEPS IN ACCORDANCE WITH STANDARD ST-1 ARE TC BE PRO"ICED 114 ALL MANHOLES I) W Q CLASS I CLASS I DRY RIPRAP 14 fps 24 -- -TYPE B INSTALLATION- - 5H aND W ALL QRCP INLETS 'N TH M "H" DIME NS ON OF c-0" CR GREATER 0 'h CLASS E CLASS II DRY RIPRAP 19 fps 38 IIII ) �'- s 30' V, SPECIFICATION 1v�-r SPE CIF I EAi O, �V DOT SPEC IFICATION ,`vim-i- REFERENCE STANDARD PRECAST REDUCER AND RISER UNITS ROAD AND♦♦BWOCE STANDARDS RE`ERE"`E GENERAL NOTES -PRECAST Iz' DiA. PVC PIPE SLEEVE DRAIN REFERENCE CULVERT OUTLET PROTECTION ROAD AND BRIDGE STANDARDS 105 REVISION DATE SHEET 1 OF 1 ROAD AHD BRIDGE HEFT 1 OF O ,•� V7= #H 204 (�rl/' � O 245 REVISION DATE SHEET 1 OF i 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.10 REVISION DatE SHEFI 1 OF I p '.-6. 345 VIRGINIA DEPARTMENT OF TRANSPORTATION .IRGINIA DEPPR )'NISI! CF rRANSPOkrA i10N / Cn 07, 12 103 02 ,p,, a 414 H3.o1 2016 ROAD & BRIDGE STANDARDS C may/ 2016 ROAD &BRIDGE STANDARDS (s 2016 ROAD &BRIDGE STANDARDS 2016 ROAD &BRIDGE STANDARDS 2016 ROAD &BRIDGE STANDARDS - _ \ DI-2A, 20, 2C EXISTING OR PROPOSED i I I TABLE QF QUANTITIES DI-2A 29. 2C -_ Q\ PIP PAP OUTLET: 113.01 DETAIL u W (FT) S(FT) T (FT)* H (FT) TOTAL WIDTH, TOTAL LENGTH * MAT'L CLASSs SIDEW&K. SEE NOTE 15 GPLV. L2 /7O X2/z X/y �E 3'-s•' B'-B" LO REINFORCING STEEL EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT GPLV. MC6%12 3'-2" L 8'• 2,-2•' 8" TYPE CONCRETE BA)t5 A BARS A-1 BARS B EARS B-1 BARS C BARS E BARS F WEIGHT =II Q RE, OUTLET STRUCTURE ttl DETAIL I 1.5 1.5 I.5 1.5 4.5 FT 4.5 FT CLASS AI DRY 13• 13ARR A - 0 BATS A-1 D DI-2A Cu.71s. No. Lin. t.* 5 . Ly_Z-- a. Ur. FE4 No. Lin_Ft. MP N5. l:. FOt.# No. Lin-Ft.9 No. Lip'bt. L55 - N a CV P 0TECTION DENTAL ¢ fo c-c D ° =IIII- 4' 1.95 4 3'-2" 5 5'-O" 4 3'-6" 3 4'-3" to 4'-6" 5 2'-O" } 2'-O" 3 1'-6" 84 d _ FOR RIP -RAP PAD STRUCTURE tt3 DETAIL I 1.5 1,5 1.5 1.5 4.5 FT 4.5 FT CLASS AI DRY a"o' C-D �- JOINTS° 2.51 4 3'-2" 5 E.-0" 4 3,-6'• 7 4'-3" to 4'-6" 5 2'-O" 3 4•-0" 3 8" 119 L tTjl - _ _ - _ . TYPICAL 8' 2.51 4 3'-2" 5 9'-0„ 4 3'-6" 5 4'-3" to 4'-6" 5 2'-O" 3 a'-0" 3 1'-6" 154 Cl JjL- flit It STRUCTURE 9 DETAIL #3 2.5 2.5 2.0 2,5 9,5 FT 7,5 FT CLASS I DRY Q c BARS C 2B 2.79 4 }•-2`• 5 11'-0" b 3'-6" 5 4'-}" to 4'-6" 5 2'-0" 3 B'-0" 3 s" 89 -- - - • • • o ' 12• 3.05 4 3'-2" 5 13,-0" 4 3'-6" 19 4'-3" to 4•-6" 5 2'-0" 3 10'•O" 3 V-B" 224 • • (j• p • 4 =IIII= 11. OO FACE OF CURB FL IW ¢ 8" C-C 9 z" 127 z" -IIII -IIII-IIII - (►M • 'ry iV 14' 3.34 4 3•-2" 5 15'-0" a 3'-6" 23 4'-3" to 4'-6" 5 2'-0" 3 12'-0" 3 1'-6" 259 y >• j • 'll Ir •• BARS A %, 3.61 4 3,-2" 5 17'-O" 4 3'-6" 27 4'-3" to 4'-6" 5 2'-0" 3 14'-O" 3 V-6" 294 IIII IIII IIII-IIII- FLUME OUTLET DETAIL tt2 4.0 0 1.5 0,25 5.0 FT 5,0 FT CLASS AI DRY R"cK °°N7ROL JOIN ¢ 10„ c L.--E 3.89 4 3'-2„ 5 9'-0" 4 3'-6" 31 4'-3" to 4' 2'-0" 3 8'-0" 3 329 3' CL'R ALL �O 20• 4.17 4 3'-2" 5 ZV-0" 4 V' 6'• 35 4'-3" to 4'-6" 5 2'-0" 3 18'-O" 3 t'-6" 364 1TZI • 12' (TYP. ALL 2'-a' a' 2-z" a' Is. c SECTION B-B COLLAR 6' z.2a 4 3'-2" s 7'-Q" 4 3'-6" 6 4'-3" to a•-6" 5 2'-O" 6 2'-r' 6 r-s' n5 WALLS) STEEL Cq =1 i CLASS I DRY VALUE INDICATES MINIMUM REQUIRED 6' MIN. 3'-6" 6' MIN. 2'-7" 2.55 4 3'-2" 5 9'.0., 4 3' 1D 4`21" to 4•-6" 2'-0" 6 3,-l" 6 p- '• 150 - 10'PLAN VIEW 10'MAX. 1'-4" " 2'-0" Fv r"`--'j 10' 2.82 4 " 5 1T-O•' 4 •_ " 14 4•-S• to 4'-6" 8 2,_p" 6 4•-I" 1'_ ,• 185 RIPRAP - (SEE REFERENCE GRADED RIPRAP CHART THIS SHEET FOR MATERIAL CLASS REQUIREMENTS �A BARS A-, L 21,,,X2,Z XI/;' a 2D 12' 3.09 4 3.- " 5 13'-0" 4 3•.6" 12 4'-3" to 4'-6" 5 2'-O'• 6 51-11, ,I 6 '- '• 255 RIPRAP CHART L-VARIABLE-MAX.20' I GALV. SLOPE OF io ,4' 3.37 4 5 15'-0" a 3'_g" 22 4'-3" to 4,-6" 5 2'-0" 6 6'-V 6 1'- " 290 $' 8' THIS SHEET) APPROACH 16' 3.65 4 - 5 1T-0" 4 3'-6° 2fi 4`-3" to 4'-6" 5 2`-0" 6 T-1" 6 P-6" 290 SECTION A -A 2'-D" 8" 2'-2"�g;_,BPRS F - 8" 3'-0" is SVRFACE GALV. MC6X12 18' 3.93 4 3'-2" 5 1T_ a '- " 30 4'-3" to 4'-6" 5 2,-O" 6 8'•1" 8 1'-6" 325 FLUME OUTLET 100 YEAR PEAK RUNOFF! ' rU v '-t 31-21, � za 4.20 4 3'-2" s zi'-0" a }'-6" 34 4'-3" to 4-6" 5 z'-o" 6 9-i" 6 6" 360 100 YEAR, 5 MINUTE INTENSITY, I = 8,7 IN,/AIR GALVANIZED MC 6 X 12- _ - 1 4 ° WARPED SECTION D-D NOTE S L - _ _ _ > : BARS E SURFACE 1. DEPTH OF INLET N TO BE SHOWN °N PLANS. 9. ALL REINFORCING STEEL SHALL HAVE A 21. MINIM UM HEIGHT =PIPE TENDED-SL WHEN PIPES ENERGY DISSIPAT02 DETAIL DPAWN AREA O.b6 ACRE f i I ¢ 6" GC WELD 1`9" MINMUM COVER OF 2 ORE LOCATED UNDER E%TENDED SLOT OF INLET. o- BEFORE 1' 2. THEAND "H" DIMENSION SHOWN ON THE SE AREA DS TMB I 2" GALV. AID SPECIF�D ON THE PLANS WILL IM NSIONS D 10. ALL REENINGS G STEEL TO BE CUT CLEAR OF 22. WARP UI WASTE BRANS TG WATERWAYS LETTERED C VALUE - O.b (LAWN) 3" DIAMETER B B BARS E a P G N " 8„ 8„ GA-V• WELD ALL FROM THE INVERT OF THE OUTFPLL PIPE To THE ALL OPENINGS BY 2". IS REQUIRED ON KL pi-2 GRATES. LOCATION OF ,t WEEP HOLE MC6X12 V2, X 4" TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. CHECKED Q PEAK 8,7 X 0,66 X 0.6 3,45 CFS SEE NOTE 8 STUD SHEAR ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST-W PLACE CONCRETE IS TO B'c CLASS AS (i�I T SJ 400 SECTION C-C i0 COLLAR. AND THE ACTUAL DIME NSIONS SHALL N DETERMINED (3000 PSD. PRECAST CONCRETE IS 70 DE CONNECTOR BV THE CONTRACTOR FROM FIELD COtYlITIONS- 4000 PSI. I/2 MW RAISED 100 YEAR VELOCITY SHOWN IN BENTLEY FLOWMASTER CALCULATIONS BELOW (6,09 FPS)! &DECREASE TO V WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, W EVERY CASE. BE LETTERING TMB FRONT ELEVATION WHEN INLET IS USED SECTION E-E 3. i0 BE SHAPED YN ACCORDANCE WITH STANDARD SHOWN ON PLANS. DATE - .. _ � � W17H MEDIANS, IS- 1. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS Worksheet for Paved Flume Outlet DI-2A DI-28 MATERIALS INCIDENTAL TO THE SHAPING IS TO BE t3. THIS STANDARD IS INTENDED FOR USE IN CURB - - ri=4" WARPED GUTTER INCLUDED IN THE BID PRICE FOR TFtE STRUCTURE. AID GUTTER 9TUATIONS ONLY. DENTAL A GRADED RIPRAP - WEIGHT ANALYSIS 10/03/2019 PrOjed DesCriplian L� gpRg p_ 1 APPROACH GUTTER IN THEN EVENT THE INVERT M THE E STRU PINE 14. STANDARD INLETS MAY BE RDANCE WITH VAIN F,,,I,. Rem. Ma ,1 F-IJ p, 4. T HE IN' E THAN THE BOTTOM OF THE STRUCTURE• CONCRETE BLOCKS IN ACCORDANCE WITH THE S,."e N«r..v ph, I j I '- - _ J tO I 6 2 W H V ENTRT O MORTAR T O PREVENTT RE STANDINSGN ORO DETAILS SHOWN ON STPNDAFRD DRAWING DI -APB. 2 _g SEE Input DatO = N ' I N -- - - rn WEEPHOLE g• X I I1/° 1 I " PCNDING OF WATER W THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN IN WHICH CASE ( OCTAL A MAT'L CLASS WEIGHT RANGE STONE MIXTURE SCALE L 2 X2 Xi/4" OF FURNISHING AND PLACING ALL MATERIALS THE EXPANSION JOINTS WILL 'APPLY ONLY TO ! 1 FLOP �+o BARS A-1 SEE NOTE 8 BENT PLATES N J.� GAR •AR'Z�� INCIDENTAL T° TFiE SHIPPING IS TO BE INCLUDED CURB PAID GUTTER. F a u F u ,,1I,sC«Ifi w4 eG12 1 I 1 d p j0n _ - SLOPE OF IN THE BID PRICE FOR THE STRUCTURE. CLASS AI DRY 25-75 LBS MAX 10% ) 75 LBS - _ i - - -I °i - ! ¢ARO" C-C APPROACH ,6. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH ; cn.x,rel Skr>4 0036W Nit o + BARS SURFACE STEPS ARE 10 BE PROVIDED WHEN N IS 4'-0" <Hl OF 5'-2" WITHOUT %PENS. THE AMOUNT ' z x N OR GREATER. FOR DETAILS SEE STANDARD ST-t. DISPLACED BY PIPES MUST BE DEDUCTED TO Lan Sme Slone 600 fLn lH v) FOR USE ON GRADES °'w BARS 8 ¢ I `; I •X4" StUD 5. OBTAIN TRU QUPNTIT�S, FOR INLETS OF R�glrt S,Se Sope 8W ibn lH V) I B'1 10" C-C 9ARS C d /a $GEAR COIN. TOYS ITEM MAY BE PRECAST OR CAST -IN -PLACE. DIFFEER NT DS OF COADD OR SUBTRACT ETE OR EACH F00T. 1" CLASS I DRY 50-150 LBS 60% > 100 LBS L s ¢ 8' WELDED TO ANGLCUBIC Barhrr, W dIh a 01 n DI-2C 1"`- "I t v BARS F WON ¢ 2' O-G 6. 15 4 X B" SMOOTH CEWELS AT AREAS DJACENTELY SEE A MAXIMUM {0� OF THE STONE IN THE MIXTURE DRAWING 3 12" C-C TO BE PLACED IN PLL AREAS PDJACEN 17. LENGTH OF RIDDEN IRON AS StfOWN ON SHEET '�- DENTAL A 0s0.g" 345 W c ! TYPE -A s1 avAce TYPE B 7. TO ABUTTING CONCRETE 7° PREVENT i OF 2 IS TO BE L ifi" AT 4.10 LBS.IFT. 45. L _ _ � I _ - W ' ! * SETTLEMENT. GRATE _ MAY WEIGH LESS THAN THE LOWER END OF THE RANGE. 18. +k DENOTES LENGTH OF ONE (=)BAR. Results 1 !� STEPS NOSE DETAILS 3" DIAMETER WEEP HOLE TO BE LOCATED TO I50 ± 7 LBS CAST IRON �+ Nags cePn oz7 n FLOW I I F „ 2,-3•' g^ SEE NOTE 5 rYPE A NOSE DENTAL SH?LL BE USED WITH CG-7 STANDARD. 8. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH i9. ALL REINFDRDWD BARS TQ BE 1i 5. (SOURCE - VA ESC HANDBOOK SECTION 3,19) I 12'•X12" PLASTIC HARDWARE CLOTH , MESH Flm"Aw 057 W _ _ I '•7" TYPE B NOSE DETAIL SHALL BE USED VIITH CG-6 STANDARD- OR G V 0I END•, TEELNUMBER 4E,MINI MESH UPRWIRE 20 WATER TO BE 94STA THE LL ETO SLOTS WILL DIRECT SECTION F-F %'I-P"v"ale, 429 a GALVANIZED PLATE FOR TYPE A TO BE gEp"� ON AN ANGLE CLOTH ANCHORED FIRMLY TO THE OUTSIDE Hyma"no R,aho" 013 n FOR USE IN SAGS SECTION A -A SHEAR CON ECTORS IS °WELDED°TORBENTN PLATE XAT 2TCGC. OF THE STRUCTURE. BOTH SIDES TO 8E SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1. Tup W,d. 426 It altxN Oeum 041 n SPECIFICATION SPECIFICATION �/Do-r 1V�T STANDARD CURB DROP INLET REFERENCE REFERENCE STANDARD CURB DROP INLET QWcal Slop" oW360 Hit ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS __T_ STOQM DETAILS 20 i'.k,ty 609 rvs SHEET 1 OF 2 1 REVISION DATE 1211 - 2411 PIPE( MAXIMUM DEPTH (H) - 9' 233 233 12" - 24" PIPE( MAXIMUM DEPTH (H)-9' REVISION DATE SHEET 2 OF 2 veluc:ty Ho-w ase 1I VIRGINIA DEPARTMENT OF TRANSPORTATION 302 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104-04 Spc,k Enag, gY.1 it 104.03 Fr.d. Nw be, 2.64 2016 ROAD & BRIDGE STANDARDS o-1,n."iyye S,c;Hor�.d 2016 ROAD &BRIDGE STANDARDS �� Conservation Plan Checklist -To be placed on Landscape Plans mandbooL pp f1f-284-111-297 for complete specifications) .. fbe followine items shaft be shown on the plan: �} Tress w be saved; Lirafta of clearing {outside riripavice of Lxees to be eared t; 4 Location and type of protective fencing; 0 Ciradc cbanges requiring tree wells or walls: 53 Imposed trenching or tunneling beyond the limits of clearing. 2. Maridags: 0 All trees to be saved shalt to marked with print or ribbon at a height clearly visible to equipment operators. Ea No grading shall begin until the mee marking has been inspected and approved by a County Inspector, 3, Pre-:onstrgctionCoateieace: Tree preservation and protection measures shall be reviewed with the contractor on site. 4 Equipment Operation and Story et 4 heavy equipment, vehicular ttal?tc and storage of construction materials including soil sha11 not be permitted within the driplines of tress woe saved 4. Salt Erasion and Stormwater Detention paviees: iD Such devices shall not cdverset affect trees to lee saved. \ : y Fes` RCN Fires: F� .,�.�E v. �, ., MOoR V/ Fires we not permitted within 160 feet afthr driptme of trers to be saved '. Toxic Materials: 0 Toxic materials stall not be sword within aHl feet of the dnphae of Veen to be saved_ Y{. IYV4CeefaSe Frnt:fne; .. . © ,a- A I , ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or constmetioo. % Tree Wells: ® Rfien Flu ground level must be raised within the drip{inc ofa Nee w be saved, a tree well shall be provided and a construction detail submitted for approval. 41 if?. 77ge tVaJls: ® When the ground revel must be lowered within the drip:inc a tree to be saved, ante wall shall be provided; and a consnuctiun detnii submitted for approval. 1 E Trencbme and Tuanelios: • �8< � <. _ w u n `✓A < < �� � LVhen. trenching is scuired within Urc Inuits of cl^-arirtg, it shall be done as far away from the trunks ofitrees as ppsstbla. 'Thnneling under a large free shall be considered as analtemative when it is anticipated that nuessary trenching will destroy feeder roots, �. '-x .. ; •�, .'� , v ..1. •'` `*' `' 'i'` �'< �' �_ 12. Cleanup:ftftw otective fencing shall be the last items removed during the final cleanup. R . �B' 7L 43. Damaged Tries: � .� .., .. Damaged tyres shall be treated immediately 6y patnir , fertilizdim a olhcr mahndt tepwtwme•ded by a tree greciatltt • <. A 7— NOTE. IT IS THE DEVELOPER'S RESPONSIBILITY TOCONFER WITH THE CONTRACTOR -ON TREE CONSERVATION � � Q Ae V �� RSQUIRENEN'TS. < . .w (tj V V ti• ANN , L ✓'�1 d EXISTING WOODED AREA V RIRGXAdlLaa tlu;avA777itai 8y ; 01,15ry,4, eo,4,1 10" Ceda t" Cedar TREE ••• • at (SEE DETAID•a 11trrr I: 0 O /\ . I 0 CALIBER COLLI SI ON PROTO 186 18,635 S.F. FFE = 475.0 I OPOSED 20' T//� ACSA EASEMENT 20' Utility & Drainage L.-ML Easement- 'M. I'4y1PG--41 3.T ----------------- — I o _ .... ,_ GRASS AVON S � q.: ftXTENSION (S R 742) (60 Feet Pu ,t—Of—Way)(DB. 429, PG. 219) a '11k wir RE: OFF SITE ROAD IMPROVEMENT PLANS (BY OTHERS) -- JIM — SD6 "°r`ir� �� �� tttttttttt� ttt� 13" Oak SEED/STRAW NOTE: PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MUCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 1}M JIM J}M 0 C, Z_ THIS LANDSCAPE PLAN HAS BEEN DESIGNED TO SATISFY THE LANDSCAPING AND SCREENING REQUIREMENTS OF CHAPTER 18, SECTION 32 OF THE ALBEMARLE COUNTY CODE. UPON REQUEST OF THE COUNTY THE LAND WITHIN THE 100-YEAR FLOODPLAIN AND STREAM BUFFERS SHALL BE DEDICATED TO THE COUNTY AS SPECIFIED IN SP2017-16 CONDITION 23. ALWAYS _ CALL BEFORE YOU DIG Une free, easy c ri 9-- ulrGtp Iyes aetl &NU M1 Ip D sect ypu trem -aiury o a say. -r, eat uss a f a a- snyayp cat an a t 1.. 1 ors - EVERY DIGGING JOB REQUIRES A CALL — EVEN SMALL PROJECTS LIKE PLANTING TREES OR SHRUBS. IF YOU HIT AN UNDERGROUND UTILITY pFRFco LINE HARM YOUYOU AROUNDDIGGING, SERVIICEYOURSELF THOSEWHILE DISRUPT AN ENTIRE NEIGHBORHOOD AND POTENTIALLY BE Rk RESPONSIBLE FOR FINES AND REPAIR COSTS. SMART DIGGING MEANS CALLING 811 BEFORE ACH JOB. WHETHER YOU AREOR ONE CALLNER A PROFESSIONAL EXCA VATO 811 LOCATION MAP GETS YOUR UNDERGROUND UTILITY LINES SCALE: 1" =1, 000' MARKED FOR FREE. PLANT LIST QUANTITY SYMBOL CODE SCIENTIFIC NAME COMMON NAME SIZE REQUIREMENTS SPACING TREE CANOPY 7 PE PE ULMUS AMERICANA PRINCETON 3.5' MIN. CALIPER, 35' 7X397 = 2,779 SF. 'PRINCETON' AMERICAN ELM MIN. 12' HT O.C. 8 VV� WO QUERCUS WILLOW 2.5' MIN. CALIPER, AS 8X370 = 2,960 SF. PI-ELLOS OAK MIN. 12' HT SHOWN NOU) 3 E� EO QUERCUS ROBUR 'FASTIGIATA' COLUMNAR ENGLISH OAK 2.5' MIN. CALIPER, MIN, 10' HT AS SHOWN 3XI4 = 42 SF. 2 BC TAXODIUM DISTICHUM SHAWNEE BRAVE 2.5' MIN. CALIPER, AS 2X79 = 158 SF. SHAWNEE BRAVE' BALD CYPRESS MIN. 10' HT SHOWN 9 GGA THUJA PLICATA GREEN GIANT MIN. 4' HT, FULL AS 9X7 = 63 SF. 'GREEN GIANT' ARBORVITAE SHOWN 6 } ' WFT CHIONANTHUS WHITE FRINGE 7' MIN. HT, AS 6XI25 = 750 SF. VIRGINICUS TREE SHOWN 38 NSH ILEX X 'NELLIE NELLIE STEVENS MIN. 4' HT., FULL 7' O.C. 38X44 1,672 SF. STEVENS' HOLLY 19 0 NPH ILEX CO2MA NEEDLEPOINT MIN. 18" HT., FULL 3.5' NA 'NEEDLEPOINT' HOLLY O.C. 19 O AB ABELIA GRANDIFLORA ROSE CREEK MIN. 18' HT., FULL 3 NA 'ROSE CREEK' GLOSSY ABELIA O.C. TOTAL TREE CANOPY AREA 8,424 SF. SEED (95% KENTUCKY 31 OR TALL FESCUE, 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS) LANDSCAPE CALCULATIONS MULCH STEEP SLOPE PRESERVED (SOURCE: ALBEMARLE CO. GIS SHP FILE) TREE PROTECTION oSF FENCE (SEE DETAIL) LIMITS OF CLEARING AND GRADING NOTE: BUSINESS SIGNS ARE REVIEWED BY SEPARATE SUBMISSION STREET TREES •15OM.1 35 CAL. SHADE•: O.C. • •1• L1.=1 SHADE• SPACED O.C. LINDERSTORY FLOWERM ORNAMENTAL TREES •E!_"M FLOWERING 02NAMENTAL TREES INTERSPERSED AMONG THE ST12EET 12 LI,:1 • FLW. ORNAMENTAL •. R" AREA • E! U:1 OF PARKING E VEHICULAR C112CLLATION A2EA LANDSCAPED • OR SHRUBS •• .4 SF. ' • PROVmt 3,806 SF. INTERIOR PARKING / VEHICULAR C12CLLATION LANDSCAPEAREA PROVIDED TREES AT M OF PAW" ROWS ECIL s:1 TREES• 1 AT ENDSOF ROWS OF PARKING 11 LG. DECID. T12EES• a I AT ENDS OF PA12KING ROWS LANDSCAPING OF PARKING AREAS LG. TREES SHOULD ALIGN PERIMETER OF PARKING AREAS (40' O.C.) PROVm_ EXISTING TREES TO REMAIN Z NEW TREES TO BE PLANTED TO ALIGN PARKING AREA AS SHOWN ON PLAN LANDSCAPNG OF PARKING AREAS REGILP' I TREE PER 10 SPACES DISTRIBUTED THROUGHOUT INTERIOR PARKING AREA E SHRUBS TO MINIMIZE PARKING AREA IMPACT ON ENTRANCE CORRIDOR STREETS. 81/10=8TREES PROVMI 12 INTERIOR PARKING LOT TREES PROVIDED 31 EVGR. SHRUBS TO MINIMIZE PARKING AREA IMPACT ON STREET. LANDSCAPE ALONG REAR M1ESD MG. ELEVATION REQUIRM LANDSCAPING TO RELIEVE BLANK WALL Pk)ovmt 7 LG. GROWING EVGR. SCREENING TREES BULUNG LANDSCAPE OT-GMED' TREES OR OTHER VEGETATION PLANTED TO SOFTEN � APPEARANCE OF EXTERIOR WALLS t 120ym• 7 LG. GROWING EVGR. SCREENING TREES ALONG WEST BLDG. ELEVATION SCREENING FROM ADI RURAL ZONING M PROPERTY LND REQUEM EVERGREEN SCREENING TREES MIN, 4' TALL SHRUBS MIN. 18' TALL mymt 40 LG. GROWING EVGR. SCREENING TREES TREE CANOPY REQUIRW 10% OF SITE SITE AREA (EXCLUDING RA ZONED PART OF PROPERTY) = 80,494 SF. 80,494 SF. X 0.10 = 8,049 SF. REQ' D TREE CANOPY AREA Ppovmt 8,424 SF. TREE CANOPY AREA (SEE PLANT LIST) SCREENW SCREEN MECHANICAL EQUIP., REFUSE AREAS, ETC. PROMM. TRANSFORMER SCREENED WITH EVERGR. SHRUBS DUMPSTER SCREENED WITH OPAQUE FENCING LANDSCAPE PLAN f- 12EVISIONS I BY DRAWN TMB CHECKED TMB DATE 10/03/2019 SCALE DRAWING 21 - gas sD6 SD6 SD6 SD6 SD6 sD6 sD5 ayo I_ ..,. _----- ayo s ED oho SD6 SD6 ohe ohe SD6 ors QEVISIONS I BY PLAN SECTION MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM • 1. TREE WRAP. 2. 4" MINIMUM OF HARDWOOD MULCH COMPACTED OR AS SPECIFIED. 3. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN). 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL. A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. LARGE TREE PLANTING (14' OR GREATER) XX N.T.S. MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK -TREE STABILIZATION AND FERTILIZATION SYSTEM I. BASE OF TREE SHALL BE PLANTED SLIGHTLY ABOVE (1" MIN.) ADJACENT FINISH GRADE. REMOVE ALL TWINE & STRAPS & CUT BURLAP FROM TOP 1/3 OF ROOTBALL. NO SYNTHETIC BURLAP WILL BE ACCEPTED. 2. 4" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL. 3. DIAMETER OF TREE PIT TO BE TWICE THE DIAMETER OF ROOTBALL-ROUGHEN SIDES OF TREE PIT. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. TOPSOIL MIX BACKFILL. 6. TREE WRAP. 7. 4" MIN. OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 8. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 9. UNDISTURBED SUBSOIL. 10. PREPARE PLANTING SOIL AS SPECIFIED. 11. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT E. BRANCHING HEIGHT TO A.A.N. STANDARDS MULTI -TRUNK TREE PLANTING M N.T.S. ❑ PLAN SECTION MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM PLAN 1. TREE WRAP. 2. 4" MINIMUM OF HARDWOOD MULCH COMPACTED OR AS SPECIFIED. 3. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN). 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 7. B & 8 OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 8. PREPARED PLANTING SOIL AS SPECIFIED. 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. UNDISTURBED SUBSOIL. NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. SMALL TREE PLANTING (14' OR LESS) F 1 XX N.T.S. MULCH/ TOPSOIL BACKFILL ROOTBALL AND TRUNK TREE STABILIZATION AND FERTILIZATION SYSTEM 1. 4" MINIMUM OF HARDWOOD MULCH COMPACTED OR AS SPECIFIED. 2. STAKE SIZE SHALL BE ONE SIZE HIGHER THAN REQUIRED FOR SIZE OF TREE. REFER TO SITEWORK SPECIFICATIONS FOR APPROVED MATERIALS AND INSTALLATION REQUIREMENTS. 3. BACKFILL WITH TOPSOIL IN ACCORDANCE WITH THE PLANTING SPECIFICATION. 4. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE. 5. B&B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). 6. PREPARE PLANTING SOIL AS SPECIFIED. 7. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 8. UNDISTURBED SUBSOIL. 9. 3" HIGH SOIL BERM TO HOLD WATER. 10. TREE WRAP. 11. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. TREE PLANTING ON SLOPE Fy7y N.T.S. M SECTION SEED/STRAW NOTE: PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 901 BS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 1. FINISH GRADE 2. BACKFILL WITH PREPARED PLANTING SOIL MIX AS SPECIFIED. 3. 12",CLEAN SAND, COMPACTED. ADJUST LAYER THICKNESS SO TOP OF ROOTBALLIS AT EAST 1" ABOVE FINISHED GRADE. 4. FILTER CLOTH 5. SLOPE BOTTOM TO DRAIN 6. 18"=AUGERED HOLE PENETRATE THROUGH OCCLUDING LAYER TO WATER TABLE OR TO A DEPTH OF 7' TO ASSURE PROPER PERCOLATION. 7. BACKFILL WITH 1/2" - 3/4" GRAVEL. 8. WATER TABLE FOR A PARKING ISLAND PLANTING SITUATION, CONTRACTOR TO BACKFILL ENTIRE LENGTH OF PLANTING AREA TO WITHIN 6" OF BACK OF CURB OR EDGE OF PAVEMENT. POOR DRAINAGE CONDITION rI M N.T.S. BEST FACE OF SHRUB/ GROUNDCOVER TO FACE :::� FRONT OF PLANTING BED. + + REFER TO PLANT + + T SCHEDULE FOR SPACING + + + + SECTION PLAN 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 3. 4" MINIMUM OF HARDWOOD MULCH COMPACTED OR AS SPECIFIED. 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUND - COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED IN THE PLANTING SPECIFICATION. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. SHRUB/GROUNDCOVER PLANTING ,col M N.T.S. 1. TOP OF SHRUB ROOTBALLS TO BE PLANTED 1" - 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOTBALL. 2. WHEN USED IN MASSES- PRUNE ALL SHRUBS TO ACHIEVE A UNIFORM MASS/HEIGHT. 3. 4" MINIMUM OF HARDWOOD MULCH COMPACTED OR AS BEST FACE OF SHRUB/ SPECIFIED. GROUNDCOVER TO FACE 4. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER FRONT OF PLANTING BED. + + BED. REFER TO PLANT + + T 5. 4" MINIMUM OF TOPSOIL TO BRING TO FINISHED GRADE SCHEDULE FOR SPACING + + + + (SEE GRADING PLAN). 6. PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN PLAN GROUND- COVERS AND SHRUBS USED IN MASSES ENTIRE BED TO BE AMENDED WITH PLANTING SOIL MIX AS SPECIFIED IN THE PLANTING SPECIFICATION. 7. SCARIFY ROOTBALL SIDES AND BOTTOM. 8. CUT BACK SLOPE TO PROVIDE A FLAT SURFACE FOR PLANTING. SHRUB/GROUNDCOVER PLANTING ON SLOPE M N.T.S. 1992 3DI STD & SPEC 3.01 -�� SAFETY FENCE SA lkfinition A protective barrier installed to prevent access to an erosion control measure. Puruose To prohibit the undesirable use of an erosion control measure by the public. Conditions Where eradice Aonlies Applicable to any control measure or series of measures which can be considered unsafe by virtue of potential for access by the public. III - I The polyethylene web of the plastic safety_f€n&& shall be secured to a conventional metal -r or "U" post driven into the ground to a minimum depth of 18 inches; posts should be spaced at 6-foot centers. See "perspective" view in Plate 3,01-1. 1992 3.01 TABLE 3.01-A PHYSICAL PROPERTIES OF PLASTIC SAFETY FENCE Physical Property iclif Requirements Recommended color N/A "International' orange Tensile yield ASTM D638 Average 20M lbs. per 4 ft. width Ultimate tensile ASTM D638 Average 290O lbs. strength per 4 ft. width Elongation at break(%) ASTM Dti38 Greater than IIX O% Chemical resistance N/A Inert to most chemicals and acids Source: Conwed Plastics TQEE PROTECTION FENCE MULCH / TOPSOIL BACKFILL ROOTBALL AND TRUNK LODGEPOLE STAKING 3 PER TREE 0 • 0 PLAN GENERAL LANDSCAPE NOTES I. ALL LANDSCAPED AREAS ARE TO RECEIVE 4' OF TOP SOIL, SOD, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED PER EARTHWORK SPECIFICATIONS. 2. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE, 3. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BUR LAPPED AS INDICATED IN THE PLANT LIST. 4. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED, 5. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION. 6. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS. 7, ALL PLANTING BEDS MUST BE COMPLETELY MULCHED AS SPECIFIED. 8. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION. 9, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK. 10. CONTRACTOR IS RESPONSIBLE FOR DELIVERY SCHEDULE AND PROTECTION BETWEEN DELIVERY AND PLANTING PER SPECIFICATIONS TO MAINTAIN HEALTHY PLANT CONDITIONS. II. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) ALL OF THE PLANT MATERIALS AND LAWN FOR THE PERIOD OF TIME SHOWN IN SITEWORK SPECIFICATIONS. 12 THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD DEFINED IN THE SITEWORK SPECIFICATIONS BEGINNING ON THE DATE OF TOTAL ACCEPTANCE. THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE THE END OF THE GUARANTEE PERIOD. 13. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 14. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. 15. STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL. 16. ALL PLANT BEDS, TREES, SHRUB MASSES, ETC, SHALL RECEIVE A PREEMERGENT HERBICIDE AND 4 INCHES OF SHREDDED HARDWOOD MULCH. THIS INCLUDES A 4 FOOT DIAMETER MULCH RING AROUND ALL PROPOSED TREES, INCLUDING TREES IN GRASS/SOD AREAS. 17. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED APPROXIMATE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES ON SITE AND ADJACENT TO THE WORK AREA. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LIDS DURING THE CONSTRUCTION PERIOD. 18. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION PROCESS. 19. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. 20. ALL PLANT MATERIALS QUANTITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN. 21. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF 12 MONTHS FOLLOWING SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL REMOVE FROM THE SITE ANY PLANT THAT IS DEAD OR UNSATISFACTORY TO THE OWNER OR THE OWNER'S REPRESENTATIVE, AND ALL PLANTS SHALL BE REPLACED DURING NORMAL PLANTING SEASON WITH PLANTS OF EQUAL OR GREATER SIZE. THE CONTRACTOR SHALL ALSO MAINTAIN THE LANDSCAPING FOR THE SAME TWELVE (12) MONTH PERIOD FOLLOWING SUBSTANTIAL COMPLETION. 1. TREE WRAP SET TRUNK PLUMB / CENTER IN PIT 2. 4" MINIMUM OF HARDWOOD BARK MULCH COMPACTED OR AS SPECIFIED. 3, 4" ABS FILTER FABRIC WRAPPED PERFORATED STAND PIPE WITH REMOVABLE PVC CAP. 4. 3" HIGH SOIL BERM TO HOLD WATER. 5. FINISHED GRADE (SEE GRADING PLAN) 6. TOP OF ROOTBALL MIN. 1" ABOVE FINISHED GRADE 7. B & B OR CONTAINERIZED (SEE SPECIFICATIONS FOR ROOT BALL REQUIREMENTS). B. PREPARED PLANTING SOIL AS SPECIFIED. REMOVE ROCKS 4" AND LARGER 9. ROOTBALLS GREATER THAN 24" DIAMETER SHALL BE PLACED ON MOUND OF UNDISTURBED SOIL TO PREVENT SETTLING ROOTBALLS SMALLER THAN 24" IN DIA. MAY SIT ON COMPACTED EARTH. 10. SET ROOTBALL IN UNDISTURBED NATIVE SOIL. 11. 3/4" GRAVEL, DEPTH OF PIPE 12. 2" DIA. LODGE POLE PINE STAKE, 3 EACH 10' MIN., 12' LONG FOR 24" BOX, 14' FOR 36' BOX. SET ONE STAKE PERPENDICULAR TO PREVAILING WIND. CUT STAKES 6" BELOW CANOPY. 13. "CINCH TIE" BY U.I.T. OR EQUAL NOTES: A. FINAL TREE STAKING DETAILS AND PLACEMENT TO BE APPROVED BY OWNER. B. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL. C. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. D. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT. E. BRANCHING HEIGHT TO A.A.N. STANDARDS. F. INSTALL STAND PIPE AND GRAVEL AT BASE WITH SPECIMEN (24" BOX AND LARGER) TREE ONLY. CANOPY TREE PLANTING LANDSCAPE DETAILSc� U Z Q O 011 U Q > Q O 0" �0 L C a) (n Q co 0, �o c CD J � W W W a'1 I.L_ TH CH A LE Z o C C A 6014 � 44Q FSS/ 0 N A L LNG � /03/2019 Q U z \Q J / W J 0W �.}> a o '/) v 0) Z Z m :W 0 04 JWWQo a r Z Co U W E''.^^ W zQoT LL ~ v! W J N WWW�o65irW WCO CC� Q~ Z W W U J p Qo > U DRAWN TMB CHECKED TMB DATE 10/03/2019 SCALE DRAWING 22 0 I ALBEMARLE COUNTY, VIRGINIA 1 ■ 1 • � � 1 1 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE STANDARD 318-11 AND IBC 2012. 2. SOIL BEARING CAPACITY VARIES, (SEE ELEVATION VIEW) AND SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. 3. BACKFILL AROUND THE CAST -IN -PLACE CONCRETE RETAINING WALL SHALL BE PLACED IN 8" LIFTS AT 95% STANDARD PROCTOR COMPACTION. 4. ALL STEEL SHALL BE ASTM A615 GRADE 60 REINFORCEMENT. 5. UNLESS OTHERWISE NOTED, ALL REINFORCING LAP SPLICES SHALL BE PER ACI STANDARDS CLASS B SPLICES. 6. PRIOR TO PLACING CONCRETE, ALL REINFORCING STEEL SHALL BE FREE OF RUST SCALE OR ANY FOREIGN MATERIAL. 7. CONCRETE TO BE 3000 PSI WITH SLUMP OF 4 TO 6 INCHES. 8. VERTICAL CONTROL JOINTS SHALL BE MADE WITH CAMFER EDGES AT 25 FT. (MIN.) INTERVALS ALONG WALL LENGTH. 9. TEMPORARY SAFETY FENCE SHALL BE INSTALLED MEETING CURRENT OSHA STANDARDS UNTIL PERMANENT FENCE (DESIGNED BY OTHERS) IS INSTALLED. 10. ALL EXCAVATIONS MADE FOR THE WALL CONSTRUCTION SHALL BE APPROVED BY THE ON -SITE GEOTECHNICAL ENGINEER AND MEET OSHA STANDARDS PRIOR TO CONSTRUCTION. 4 11. CONTRACTOR SHALL GIVE CONSTRUCTION VERIFICATION ENGINEER 48 HOURS NOTICE PRIOR TO POURING ANY CONCRETE. ALL REINFORCING STEEL SHALL BE INSPECTED BY THE CONSTRUCTION VERIFICATION ENGINEER PRIOR TO POURING CONCRETE, AND REPORTS SHALL BE PROVIDED TO COUNTY BUILDING INSPECTIONS. z - o W a w W z Q � O 0 _j U U U Q W W LL LL O W (n (n (n U) !Y CC co 00 00 T T T_ CQ 4 m T O O (D N co M N O O O (O INIMI�t DRAWN BY: CWL CWL �~ O H r CHECKED BY: LGP z DATE: 02/14/18 1(0 -' I SCALE: AS NOTED FEbKUA�R�Y 14 2018 FREELAND & i KA IUFF1lllAN, INC. 209 WEST STONE AVENUE GREENVILLE, SC 29609 TEL: (864) 282-3039 CLIENT 12. FOOTINGS MAY BE CAST INTO AN EARTH -FORMED TRENCH IF SOIL CONDITIONS PERMIT. 13. EXCAVATION FOR FOOTING SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN ON PLANS, ALL SOIL BELOW SLABS AND FOOTINGS SHALL BE PROPERLY COMPACTED AND SUB GRADE BROUGHT TO A REASONABLE TRUE AND LEVEL PLANE BEFORE PLACING CONCRETE. 4 14. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED , AND FOOTING INSPECTION REPORTS SHALL BE PROVIDED TO COUNTY BUILDING INSPECTIONS. 15. NO EXCAVATION SHALL BE CLOSER THAN A 2:1 (2 HORIZONTAL TO 1 VERTICAL) ZONE OF INFLUENCE EXTENDING OUT DOWNWARD FROM THE CAST -IN -PLACE FOOTING. PROVIDE SHORING AND PROTECTION FOR EXCAVATION BANKS A NECESSARY TO PRESERVE SAFETY AND PREVENT CAVING. 16. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE FOUNDATION CONCRETE IS PLACED. 4 - 17. THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. COORDINATE ANY DEVIATION IN DESIGN WITH ALBEMARLE COUNTY BUILDING INSPECTIONS DIVISION. 18.CONTRACTOR TO COORDINATE / NOTIFY COUNTY BUILDING INSPECTIONS OF CRITICAL INSPECTIONS OR CONSTRUCTION MILESTONES, AND CALL FOR BUILDING INSPECTIONS OF RETAINING WALL. BUILDING INSPECTIONS TEL: (432) 972-4179 19. STATE BUILDING CODE REQUIRES BUILDING PERMIT WHEN WALL RETAINS THREE OR MORE OF UNBLANCED FILL. ALBEMARLE COUNTY BUILDING DEPARTMENT REQUIRES ENGINEERED DESIGN WHEN WALL IS 4 OR MORE FEET IN ADDITION TO A BUILDING PERMIT. 20. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR ENGINEER'S PRESENCE AT THE JOB SITE FOR REVIEW OF WORK DOES NOT IMPLY CONFIRMATION OF THE ADEQUACY OF THE CONTRACTOR'S MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLIANCE WITH OSHA REGULATIONS. 21. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE CIVIL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. 22. BRACE WALLS DURING BACKFILLING OR USE HAND OPERATED EQUIPMENT WITHIN 5' BEHIND WALLS. 23. FACTORS OF SAFETY: F.S. OF SLIDING = 1.5 F.S. OF OVERTURNING = 2.0 F.S. OF BEARING CAPACITY = 2.0 F.S. OF GLOBAL STABILITY = 1.3 24. THE CAST -IN -PLACE CONCRETE RETAINING WALL IS BASED ON THE FOLLOWING PARAMETERS: EFFECTIVE FRICTION ANGLE = 28' COEFFICIENT OF FRICTION = 0.35 UNIT WEIGHT OF SOIL = 120 PCF BEARING CAPACITY OF SOIL = 2000 PSF SURCHARGE = 100 PSF HYDROSTATIC LOAD = N/A 25. THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETARY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF EARTH DESIGN SERVICES, PLLC. THIS DRAWING, DESIGN NOTES, AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY EARTH DESIGN SERVICES, PLLC. FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. 26. CONSTRUCTION VERIFICATION OF THE WALL INSTALLATION BY AN ENGINEER IS REQUIRED AND MUST BE PROVIDED BY A KNOWLEDGEABLE GEOTECHNICAL ENGINEER FAMILIAR WITH CAST -IN -PLACE STRUCTURES. EDS CAN PERFORM THIS VERIFICATION AS REQUESTED BUT MUST INCLUDE DAILY SITE VISITS. 27. FAILURE OF QUALITY ASSURANCE TESTING AND INSPECTION TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS NOTED, NOR SHALL IT OBLIGATE THE OWNER'S REPRESENTATIVE FOR FINAL ACCEPTANCE. 28. COPYRIGHT © 2018 EARTH DESIGN SERVICES, PLLC. NOTE: THE CIVIL SITE DESIGNER SHALL APPROVE PRIOR TO CONSTRUCTION THE DETAILED LAYOUT FOR THE RETAINING WALL(S) AS SHOWN IN THESE SHOP DRAWINGS. DESIGN AND COORDINATION OF SURFACE DRAINAGE, STORM STRUCTURES, UTILITIES, FENCES, CURBS, GUARDRAILS AND OTHER NEW AND EXISTING IMPROVEMENTS IN THE RETAINING WALL AREA REMAINS THE SOLE RESPONSIBILITY OF THE CIVIL SITE DESIGNER. THE WALL INSTALLER IS RESPONSIBLE FOR PROVIDING DRAINAGE AS SHOWN ON THE CONSTRUCTI DRAWINGS. FAILURE TO FOLLOW THESE DRAWINGS IN THEIR ENTIRETY WILL INVALIDATE THE DESII EARTH DESIGN SERVICES PLLC. 441 CREEKSTONE RIDGE WOODSTOCK, GEORGIA 30188 TEL: (770) 592-2950 FAX: (770) 592-2953 EMAIL: ENGINEERING@EESOLS.COM ENGINEEREDEARTHSOLUTIONS.COM ❑o q4 I.F. ENGINEER Q z 0 F-- z D O Lli d 2 LLJ co �.1 TITLE SHEET PROJECT NO.: F17-1087 Ij�ll`IIIII i v j I II I I 0, TWI I� I II 8W-4�0\ I II c 14.4 I IIII1 ,� PROVIDE CONC. RELIEF SWALE CAST -IN -PLACE RETAINING WALL -A Iiil'llll � N /FI III I I I II Il Dldii js{ JL L�. 72 0 pW (0 �5 �1� )ne: I I I i I�iyll1e;MZ III �IIIII� n 1 i �I II II 1� I II I� Illlilil Ill�l�j� l�ll�l Ijlillll� I( I I I II I I II I I I I r � e Nj TC-731 I L UUVI:KC I BC 4� 22'77.6 FLUME (SEE DETAL) l� 3 TVY1745 \—Building\Setback Line Ty cc EW! 74,0 \ 4 472 .................. �.... END WALL A \ \\ 70722 Bc1n7 2' AINN�G WALL FLUME (SEE DETAL) w. Ga NOTE TICS TC'742 TC173,7 17 42 BG733 7325 BC1732 5710 Sf€ BC9'�'7 4 ,1 HIC173 Tcln7 7395 �743 � BC733 •�474 � 7455 6' TO 9 OVER BEGIN WALL A 464 8 DRY DETENTION SYSTB A - (SEE DETAILS) 464 2-1 469 0 21I we.s1 2=I \ I` TAPE? CURB FROM SCC17 T 71 6' TO 9 OVER Y' �.................. 1 a»s SHALL NOT n 73n BW-W r-- �S WATER--PRROOFING REQUIRED, RE: ARCH. C A.�I B E R EXCEL 2% Tw,744 —`�� N ANY �'"- --,COLLJ-Sl,0N � DRECTION C \ \ PROTO 186 CAST -IN -PLACE RETAINING WALL - B 18,635 S.F. NOT EXCF) 58 20� Utility & Drainage \Easement PB. 3�71, PG. 411 FFE=475.0 LOW TU[ft& TW44.5 �� ' S-� 8W 74� CROSS BEGIN WALL B 5' X5' AREA NOT- - WATER{'ROOFNG — TO EXCEED 2% N EX. 30' Bu —' REQUIRED, RE ARCH. ' ANY DIRECTION 749a 795 /� PLAN VIEW NOT TO SCALE � !TC�7L3 1 MtM ADEQUATE Mono I D12ANAGE TO INLETS 7MC173A BCt729 TCtnZ BC-705 / v 1 SC17L75 / TC,M 5 _ 723 — 7196 Oct y I 50' Shared Driveway Easem TC-722 �9 PB. 3471, PG. 411 OC'722 END WALL B I I PB. 4137, PG. 332 TAPB2 CURB FROM 722 \� 6 TO 0' OVER 15' W 723 \ \ \ END WALL C \ BC-7255 _ 723 \ 7073 a ' "'x' CAST -IN -PLACE RETAINING WALL - C swwo BEGIN WALLAB f % 7286 THE ABOVE PLAN VIEW HAS BEEN COPIED FROM CIVIL SITE PLANS PREPARED BY FREELAND AND KAUFFMAN, INC. DATED 01/29/2018 FOR REFERENCE. REFER TO CIVIL SITE PLANS FOR STRUCTURE LAYOUT INFORMATION. CAST -IN -PLACE WALL LAYOUT SHALL BE APPROVED BY THE CIVIL SITE DESIGNER PRIOR TO CONSTRUCTION. 20 10 5 I 5 LJ• 20 0 20 40 80 HORIZONTAL SCALE EM 475 470 FA NOTE: CONSTRUCTION VERIFICATION OF THE WALL INSTALLATION BY AN ENGINEER IS REQUIRED BY THE LOCAL MUNICIPALITY AND MUST BE PROVIDED BY A KNOWLEDGEABLE GEOTECHNICAL ENGINEER FAMILIAR WITH CAST -IN -PLACE STRUCTURES. LEGEND TF TOP OF FOOTING TW TOP OF WALL BOF BOTTOM OF FOOTING - - - - - - - PROPOSED GRADE AT WALL I CI J CJ (CONTROL JOINT/CONSTRUCTION JOINT) I E1 J EJ (EXPANSION JOINT) CJ@C CJ@C (CONSTRUCTION JOINT AT CORNER) -� -4 ,Z z o QJO 0_04 WO co — JO J � �mo + �+ + + + Q+ Z ►— ZO Z O o �• W M F- D F- F- F- F- 0 l -c� Z i.- D0 <1 (n F- U) U) Un U) W W TW 480.0 480 TW 478.5 TW 478.0 - - TW477.0 TW 476.0 C @C CJ CJ I ITW 474.5 475 -----_----_ CJ CJ TF 473.0 TF 473.0 470 BOF 472.0 BOF 472.0 o c o 0 0 U) U) U) 130.0' CAST -IN -PLACE DESIGN SECTION 1820 1159 CAPPLIED BEARING PRESSURE (PSF) C FRONT FACE ELEVATION VIEW WALL A TW 474.5 TF 472.t, BOF 471.0 J Q O � �+ + Z_ Zo 0 J O !Z O M uj m U) U) Q O z+ J Q+ Zo zo o I- m co co W W 480 480 / TW 475.4 FT } z n CAST -IN -PLACE DESIGN SECTION 587 APPLIED BEARING PRESSURE (PSF) FRONT FACE ELEVATION VIEW WALL B "1 474.8 TW 473.2 "F 472.0 BOF 471.0 4 a.*Lf 475 470 PROPOSED HANDRAIL (TO BE INSTALLED F BY BUILDING CONTRACTOR) IN TOP OF WALL C. REFER TO CIVIL SITE PLANS FOR SIZE, SPACING, AND DETAILS. J � J � Q+ Z F- W cn l 475 475 TW 473.6 475 - - - - - CJ - TF 472.0 TF 472.0 470 470 BOF 471.0 BOF 471.0 470 CAST -IN -PLACE DESIGN SECTION 587 APPLIED BEARING PRESSURE (PSF) FRONT FACE ELEVATION VIEW WALL C THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETARY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF ENGINEERED EARTH SOLUTIONS, LLC. THIS DRAWING, DESIGN NOTES, AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY ENGINEERED EARTH SOLUTIONS, LLC. FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. COPYRIGHT © 2018 EARTH DESIGN SERVICES, PLLC Ww F- z I--- w n w z Z o o 2E a U H Z F- Z W :2 O U Z N W_ J J U w 0 z O w W � tY U Qa Q w � Z > oJzU Q 0 0 W U J QZLu LL M A/ ii O w 0 LLI w W W W � Of � 00 co a) co N O M CD M (0 N O C) CD (D (V M t— DRAWN BY: CWL DESIGNED BY: CWL O 00 �� z 5 CHECKED BY: LGP DATE:�y 02/14/18 0 SCALE: AS NOTED FREELAND & KA UFFMAN, INC. 209 WEST STONE AVENUE GREENVILLE, SC 29609 TEL: (864) 282-3039 CLIENT EARTH DESIGN SERVICES PL L C. 441 CREEKSTONE RIDGE WOODSTOCK, GEORGIA 30188 TEL: (770) 592-2950 FAX: (770) 592-2953 EMAIL: ENGINEERING@EESOLS.COM ENGINEEREDEARTHSOLUTIONS.COM �1� Rl ■7■ 1 ■❑ ENGINEER Q z O r� v J J O U c� W �'-. z W D _ O J C) Q W U CQ G W m J Q PLAN & ELEVATION VIEW SHEET SHEET 2 OF 3 PROJECT NO.: F17-1087 4 PROPOSED HANDRAIL / PERMANENT FENCE (SEE DETAIL THIS SHEET). REFER TO CIVIL SITE PLANS FOR SIZE, SPACING, AND DETAILS. STEEL SLEEVE 6" DIA. MAX SET IN WALL FOR FUTURE FENCE POST INSTALLATION. VARIES (SEE ELEVATION VIEW) TF (TOP OF FOOTING) 3" (CLR.) STEM WIDTH (SW) TW "0" BARS — #4 @ 12" —� 2.5" (CLR.) "Lw" BARS —T "0" BARS 6.0" • 42" MIN. TEMPORARY SAFETY FENCE SHALL BE INSTALLED MEETING CURRENT OSHA STANDARDS UNTIL PERMANENT FENCE (DESIGNED AND PROVIDED BY OTHERS) IS INSTALLED. EES IS RESPONSIBLE FOR THE REINFORCED EARTH STRUCTURE ONLY. ALL SAFETY RESTRAINT SYSTEMS (FENCES, GUARDRAILS, BALLARDS, ETC.) SHALL BE DESIGNED BY THE CIVIL SITE DESIGNER. ,(MIN.) 1 — CONCRETE SWALE �I (BY OTHERS) —/� 6" MIN. COMPACTED LOW PERMEABLE FILL (ML - CL) 3" (CLR. / , L� LJ / 2.5" (CLR)—/ 1 MIRAFI G200N DRAINAG E COMPOSITE ON 8.0' CENTERS/ / ROLLED DOWN BACK CUT I I 1 RETAINED SOIL 1 12 MIN. 1 WALL HEIGHT (H) / 1 #57 FREE / DRAINING STONV TEMPORARY BACK qUT TO BE APPROVED BY ON-S TE 4 OZ. NEEDLEPUNCHED GEOTECHNICAL ENGINEER 0 o NONWOVEN FILTEk FABRIC PRIOR TO CONSTRU TION. I �� 12" MIN. / 4" PERFORATED D"IN PIPE TO RUN ENTIRE LENGTH OF WALL AT 1 % SLOPE AND OUTLET THROUGH WALL FACE EVERT 10.0' O.C. I 1" DEEP, 4" WIDE / SHEAR KEY / EQ. SPACE "Lb" BARS i /I (TOP AND BOTTOM) 2' CLR. Zoe • • • "P" BARS y, FOOTING THICKNESS (FT) • _ • • V-6" LAP LENGTH a w b FTG.DEPTH w 0 L 3" CLR. (TYP.)1> w FTG. REINFORCMENT (2) - #4 CONT. STEPPED FOOTING DETAIL NOT TO SCALE 03 /4 PROPOSED HANDRAIL (TO BE INSTALLED BY BUILDING CONTRACTOR) IN TOP OF WALL C. REFER TO CIVIL SITE PLANS FOR SIZE, SPACING, AND DETAILS. STEEL SLEEVE 4" DIA. MAX SET IN WALL FOR FUTURE HANDRAIL POST INSTALLATION. ' I y BOF—�/\"Lb" BARS v KEY DEPTH (KD) U \ v �� y J • • j % x j y /\ ` ih 3" CLR. V ; ; "T'ARS B � / / \% ` % ✓ `�/ v } > BAR\iv "j4\ % Kw BARS KEY WIDTH (KW) FILL REQUIRED TO SUPPORT THE FOOTING(S) SHOULD BE COMPACTED TO AT LEAST 98 PERCENT OF THE MAXIMUM DRY DENSITY AS PER ASTM D698 (STANDARD PROCTOR) TEST METHOD. THE MOISTURE CONTENT OF THE FILL SHOULD BE WITHIN PLUS OR MINUS TWO (+/-2) PERCENTAGE POINTS OF THE TOE WIDTH TW HEEL WIDTH HW OPTIMUM MOISTURE CONTENT. FILL PACEMENT ON SLOPING GROUND SHOULD BE BENCHED INTO THE EXISTING SLOPE AND BEAR ON NATURAL MATERIALS. FOR PROPER SITE PREPARATION, THE EARTHWORK SHOULD BE PERFORMED UNDER THE OBSERVATION OF AND TO THE SATISFACTION OF THE GEOTECHNICAL TOTAL FOOTING WIDTH W ENGINEER OF RECORD OR HIS AUTHORIZED REPRESENTATIVE.' SEE CAST IN PLACE (CIP) RETAINING WALL SCHEDULE FOR REINFORCEMENT AND DIMENSIONS TYPICAL CAST IN PLACE CROSS SECTION NOT TO SCALE NOTE: IF WALL HEIGHT IS LESS THAN DESIGN -SECTION HEIGHT USE REINFORCEMENT LAYOUT FROM BOTTOM OF WALL (BW) UP TO ELEVATION OF TOP OF WALL. 2- 2X4 KEY • • 6" WATERSTOP CONT. 3/4" JOINT 3/4", r � / / JOINT i ;.; '-�; r i �,�STOP HORIZ. BARS 3" FROM �JOINT (TYP. EACH FACE) e 1/2" PREMOLDED JOINT FILLER EXPANSION JOINT - 100.0' O. C. MAX. NOT TO SCALE HANDRAIL INSTALLATION DETAIL BAR NO. Id (DEVELOPMENT LENGTH - USED FOR SPLICING BARS) 4 29" 5 36" WALL C NOT TO SCALE �Y w i dr I• r ! / i + �, r r � 3/4" -\ JOINT 3/4" / NOTE: CONTROL JOINTS MAY BE / SUBSTITUTED FOR CONSTRUCTION i JOINTS AS NEEDED FOR CONSTRUCTION // 1/2" / I / JOINT ct CONSTRUCTION JOINT NOT TO SCALE 3/4" 9JOINT F 3/4" / / JOINT / 1/2" � / I / CONTROL JOINT - 25.0' O. C. MAX. NOT TO SCALE COr,.­ r� n r r niter 2" CLR. (TYP.) CORNER REINFORCEMENT DETAIL FORM AND POUR CIP WALL UP TO SIDE OF BUILDING WALL. THERE IS NOT A PHYSICAL CONNECTION BETWEEN THE CIP WALL AND THE BUILDING WALL. FRONT FACE OF CIP WALL A NOT TO SCALE BUILDING WALL 1.0' � 4 OZ. NEEDLEPUNCHED NONWOVEN FILTER FABRIC a PLAN VIEW WALL ABUTMENT DETAIL NOT TO SCALE THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETARY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR USE ON THIS SPECIFIC PROJECT ONLY. ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF ENGINEERED EARTH SOLUTIONS, LLC. THIS DRAWING, DESIGN NOTES, AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY ENGINEERED EARTH SOLUTIONS, LLC. FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. WW w z ~ w w U) coz 2 O - U 2 a z z w O U O z O w a Lu _ Mw U � 06 Q ~ H Q o z > Z -i U 0 U Wuj oQ Z � O3: o w a 0 w w w w co co �- Lo o �5 O c� N O com O O CV (D CV M 'IT Z DRAWN BY: CWL_ 4�1�1A 0 �. o z U 2 ay0 DESIGNED BY: CWL CHECKED BY: LGP DATE: 02/14/18 S SCALE: AS NOTED FREELAND & KA UFFMAN, INC. 209 WEST STONE AVENUE GREENVILLE, SC 29609 TEL: (864) 282-3039 CLIENT EARTH DESIGN SERVICES PLLC. 441 CREEKSTONE RIDGE WOODSTOCK, GEORGIA 30188 TEL: (770) 592-2950 FAX: (770) 592-2953 EMAIL: ENGINEERING@EESOLS.COM ENGINEEREDEARTHSOLUTIONS.COM ■ Ir.� ENGINEER _Q z 0 (If > Z r� v! J .J O U W M z U Q W U ry Q W m Q DETAIL SHEET SHEET OF 3 COPYRIGHT © 2018 EARTH DESIGN SERVICES, PLLC. [ j� �j * n` PROJECT NO.: F17-1087 ` 2 ;\ PP1-T4.\\ H-11 VIA TIMECLOCK/PHOTOCELL v �y vv vvv P1-SL3 \ \ H-10 VIA TIMECLOCK/PHOTOCELL \ \ \ v \ \ 1 2 SITE LIGHTING FIXTURE SCHEDULE LIGHT FIXTURE MARK DESCRIPTION VOLTS WATTS NOTES MFG. MODEL # SINGLE LED POLE LIGHT, WITH FACTORY -INSTALLED P1-SL3 TYPE III DISTRIBUTION WITH EATON LDRV-SL3-FO4-E-HSS UNV 102.2 HOUSE SIDE SHIELD SPILL CONTROL SINGLE LED POLE LIGHT, P1-T4 EATON LDRV-T4-F04-E UNV 102.2 TYPE IV DISTRIBUTION DOUBLE LED POLE LIGHT, P2 5WQ EATON LDRV-5WQ-EO4-E UNV 97.2 TYPE V DISTRIBUTION WP LED WALL PACK EATON ISW-AF-600-LED-El-T3 UNV 33.7 GENERAL NOTES: \ \ \ 1. ELECTRICAL UTILITY CONTACT INFORMATION DOMINION ENERGY v`yv'\v vim` KELLY MAXWELL vv (434) 972-6812 \ \ \ \ \ 2. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS,3,000 OR MORE 4 \ INITIAL LUMENS SHALL BE -A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM 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. \11 LIGHT FIXTURES MUST BE INSTALLED AT A TILT OF ZERO (0) DEGREES FROM THE \` �IZONTAL TO MEET "FULL CUT-OFF" REQUIREMENTS. KEY NOTES: DESIGNATED BY "@ ") 1. NEW PAD -MOUNTED TRANSFORMER BY UTILITY. SEE RISER DIAGRAM ON SHEET E0.3 FOR MORE INFORMATION. •. G 2 APPROXIMATE LOCATION OF ELECTRICAL DISTRIBUTION EQUIPMENT SEE RISER / 4 3. SECONDARY FEEDER BY CONTRACTOR. SEE RISER DIAGRAM. WP / / WIR /i � \\ r , ' / \ 2 < j' ,' /' `• • , / /,/ / i / J , / , J\\ t / , f. Jordan & Skala Engineers 17855 North Dallas Parkway, Suite 320 • Dallas, TX, 75287 Texas Registered Engineering ng Firm F-4990 \9.385.1615 Project Number:]730724 Drawn By:ER Checked By:SD TH MARK N. BIGBIE Lie. No. 42958 cV LU .Ln LUr*-. W +� W W C0 LU Lr) = Q�Zr-, U�n �g(3) (31 < a- LL Q z > 0WW (n J J.J J > 0 C/) Urr W~ � m J rr Q Q U= U DATE: 01 /29/2018 PROJECT NUMBER: 17119 REVISIONS NO DATE 1 10„08-2018 2 12-11-2018 3 1-22-2019 RFI2 2-12-2019 4 3-13-2019 DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER El 00 ELECTRICAL SITE PLAN COPYRIGHT © 2016 4.0 4-0 N 0 N NO N 1` 00 I,-- (yi C'7 O co W ' LL c1 W CDW W i c) � W W O CL .� Li U) J 4 I-- 11� J Ln C J 60 LL co O O O O N c� O 00 d' O r� c � d- N r- O r _Vj O O O O O O O O � W J Z W J Z U Cd ' U W J Z U) C/) m C'7 N n W �S d' r r LO Cn r �E x I— CL CO Q < Q Q n z z z z o CL CO 0 CD 0 0 z z Z Z Z �'zlz7; 0 0 0 0 0 0 0 0 0 0 tXU' N It LC) co 00 2 0 0 0 O C0, � � O > C� < C) O O = U U U U U -3 LL LL U- LL LL 1 U U U U U C1J CL v E E E E E (D J E 0 W O O Z � I C O s- 0 0 t^, n- L W (� 00 60 '� ERTY ri 0-4 co 0 On 0 W ® m 3 OP pf A+3ARK Al. BIGBIE Lic. No. 42958 Jordan & Skala Engineers 17855 North Dallas Parkway, Suite 320 + Dallas, TX, 75287 p. 469.385.1616 + f. 469.385.1615 Texas Registered Engineering Firm F-4990 Project Number:] 730724 Drawn By:ER Checked By:SD G t V DATE: In N ri W Ln W I� � O Ln LLJ = l0 l0 b��--'�IDCO LU O '-I f- M N 0NN 4 T.. � Q 0� m rJ ,-- I a, ci L, 01 /29/2018 PROJECT NUMBER: 17119 �REVISIONS � NO DATE 1 10-08-2018 2 12-11-2018 3� 1-22-2019- RFI2 �2-12-2019 _ ___._____;_ 3-13-2019 DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER El 01 PHOTOMETRIC SITE PLAN COPYRIGHT © 2016 FIXTURE TYPES 'P1' & 'P2' DESCRIPTION The Ridgeviews"1 LED area luminaire is the compact, efficient, economical approach to LED area lighting. A pure blend of traditional form and LED efficiency; the Ridgeview luminaire provides functional, low - profile design with excellent operating performance. Patented modular LightBAR'" technology delivers uniform and energy -efficient illumination to parking lots and perimeter security lighting applications. SPECIFICATION FEATURES Construction Rugged one-piece, die-cast aluminum housing secures the thermally conductive LED panel and electrical chamber. Low profile, 313 vibration rated compact design minimizes wind load requirements. Extruded aluminum frame secured with stainless steel hardware confines the LightBAR panel to the thermally conductive housing. The unique glide bracket LightBAR panel allows for easy access to the electrical chamber. Optics Choice of twelve patented, high - efficiency AccuLED OptiCTM technology. Optics are precisely designed to shape the light output, maximizing efficiency and application spacing. AccuLED Optic technology, creates consistent distributions with the scalability to meet customized application requirements. Offered standard in 4000K (+/- 275K) CCT and minimum 70 CRI. Optional 3000K CCT, 5000K CCT and 5700K CCT. For the ultimate level of spill light control, an optional house -side shield accessory can be field or factory installed. The house -side shield is designed to seamlessly integrate with the SL2, SL3 or SW optics. DIMENSIONS POLE MOUNT [701mm] 11" H128OmmIJ Electrical LED drivers mount to die-cast aluminum back housing for optimal heat sinking, operation efficacy, and prolonged life. Standard drivers feature electronic universal voltage (120-277V 50/601-1z), 347V 60Hz or 480V 6OHz operation, greater than 0.9 power factor, less than 20% harmonic distortion, and is suitable for operation in -40*C to 40eC ambient environments. All fixtures are shipped standard with 10kV/10kA common - and differential - mode surge protection. LightBARs feature and IP66 enclosure rating and maintain greater than 95% lumen maintenance at 60,000 hours per IESNA TM-21. Occupancy sensor and dimming options available. Mounting Cast aluminum 6" arm includes bolt guides allowing for easy position of the fixture during installation to pole. Standard single carton packaging of housing, square pole arm and round pole adapter provide contractor -friendly installation. Wall mount models feature a cast aluminum arm that is directly mounted to a 4' supplied wall plate secured with set screws. �- 151381mml I 6" J [152mm) WALL MOUNT 49I76„ T. [115mm] [128mm) r 4J ---11" [280mm1--� �16-9/16" 1420mm)� EMT Pcwenng Bus Ness Worldwide ORDERING INFORMATION ­..,.,hn ni,,...ti 1 nQV_T9_r.A9_F_nP Finish Components finished in a five - stage super TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard color is bronze. Optional colors include black, grey, white, dark platinum and graphite metallic. RAL and custom color matches available. Warranty Five-year warranty. *www.designl i ghts.org MEN 1 - 4 LightBARs Solid State LED AREA LU�MIN® ohso e11 Nr LC fr C aaaMlttM � CERTIFICATIONS UL/cUL Listed LM79 / LM80 Compliant 3G Vibration Rated IP65 Fixture Rating IP66 LightBARs ISO 9001 DesignLights ConsortiumTM Qualified" ENERGY DATA Electronic LED Driver >0.9 Power Factor <20%Total Harmonic Distortion 120-277V/50 & 6OHz, 347V/6OHz, 480V/60Hz -WC Minimum Temperature 40*C Ambient Temperature Rating 50"C (Optional) Ambient Temperature Rating EPA Effective Projected Area: (Sq. Ft.) Without Arm: 0.48 With Arm: 0.67 SHIPPING DATA Approximate Net Weight: 12.5 lbs. (5.8 kgs.) slay i F'1 1 TD500013EN `F�O 2017-03-28 11:31:26 RV RIDGEVIEW Lamp Type Series' = Distribution ' Number of LightBARs e.• Voltage LD=Solid State Light RV=Ridgeview T2=Type 11 E01={1) 21 LED LightBAR E=Universal (120.277V) Emitting Diodes T3--Type III E02=(2) 21 LED Light8ARs 347=347V T4=Type IV E03=t3) 21 LED LightBARs 480=480V'' SL2--Type II with Spill Control E04=(4) 21 LED LightBARs SL3=Type III with Spill Control F01=0) 7 LED LightBAR SL4--Type IV with Spill Control F02=(2) 7 LED LightBARs 5MQ=Type V Square Medium F03=(3) 7 LED LightBARs 5110110=Type V Square Wide F04=(4) 7 LED LightBARs 5XQ=Type V Square Extra Wide RW=Rectangular Wide SLL=9D* Spill Light Eliminator Left SLR=90" Spill Light Eliminator Right Options (Add as Suffix) Color Accessories (Order Separately) " HA=50*C High Ambient Temperature Rating a AP --Grey MA1175-XX=Single Tenon Adapter for 3-1/2" O.D. Tenon WM=Wall Mount Arm and Mounting Plate • BZ=Bronze (Standard) MA1176-XX=2@180' Tenon Adapter for 3-1/2' O.D. Tenon R90=Optics Rotated Right 90" BK=Black MA1177-XX=3@120* Tenon Adapter for 3-1/2" O.D. Tenon L90=Optics Rotated Left 90* DP=Dark Platinum MA1178-XX=4@90* Tenon Adapter for 3-1/2" O.D. Tenon PC=Button Type Photocontrol 10 GM -Graphite Metallic MA1 179-XX=2@ 90' Tenon Adapter for 3-1/2" O.D. Tenon PER=NEMA Twistlock Photocontrol Receptacle WH-White MA1180-XX=2@120* Tenon Adapter for 3-1W O.D. Tenon 2L=Two Circuits n MA1181-XX=3@90" Tenon Adapter for 3-112" O.D. Tenon 7030=70 CRI / 3000K. CCT" MA1182-XX=Single Tenon Adapter for 2-318" O.D. Tenon 7050=70 CRI / 5000K CCT" MAI183-XX=2@ 180• Tenon Adapter for 2-318" O.D. Tenon 7060=70 CRI / 5700K CCT'r MA1184-XX=3@120" Tenon Adapter for 2-318" O.D. Tenon 8030=80 CRI / 30DOK CCT" MA1185-XX-4@90* Tenon Adapter for 2.3W O.D. Tenon LCF=LightBAR Cover Plate Matches Housing Finish MA1186-XX=2@90* Tenon Adapter for 2.318" O.D. Tenon BBLEDCLD=UL924 Cold Battery Backup (Specify Voltage) " MAI187-XX=3@90* Tenon Adapter for 2-3/8" O.D. Tenon MS-LXX=Motion Sensor for ON/OFF Operation " MA1300-XX=Wall Mount Plate (Type R Drill Pattern) MS/X-LXX=Motion Sensor for Bi-Level Switching 16 RV/WG=Field Installed Wire Guard LWR-LW=LumaWatt Pro Wireless Sensor, Wide Lens for 8' - 16' Mounting Height " MA1305-XX=R to M Square Pole Adapter LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16'- 40' Mounting Height " MA1306-XX=R to M Round Pole Adapter HSS=Factory Installed House Side Shield " MA1253=1 OkV Circuit Module Replacement OA/RA1013=Photocontrol Shorting Cap OA/RA1014=NEMA Twistlock Photocontrol - 120V OA/RA1016=NEMA Twistlock Photocontrol - Multi -Tap QAIRA1027=NEMA Twistlock Photocontrol - 480V OAIRA1201=NEMA Twistlock Photocontrol - 347V LB/HSS-21=Field Installed House Side Shield for'E" LightBARs 11 ro LB/HSS-07=Field Installed House Side Shield for "F" LightBARs 12'• NOTES: 1. Customer Is responsible for engineering analysis to confirm pole and fixture compatibility for all applications. Refer to our white paper WP513001EN for additional support information. 2. Designlights Consortium'" Qualified and classified for both OLC Standard and DLC Premium, refer to www.designlights.org for details. 3.6" Arm and round pole adapter included with fixture. 4. 21 LED LightBAR powered at 350mA, 7 LED LightBAR powered at 1A. 5. Lumen values based upon 4000K CCT, 360mA drive current 25*C ambient operating temperature. 6. Not available with two circuit option. 7 Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known asThres PhaseThree Wire Delta,Three Phase Four Wire Delta andThree Phase Two Wire Corner Grounded Delta systems). e. HA not available with BLBLEDCLD options. s. Wall mount arm and mounting plate included with fixture. 10. Specity voltage. Available In 120, 208,240 or 277V. Not available with HA option. 11. Low-level output varies by bar count, consult factory. Not available with 347V or 480V. 12, Consult factory for lead time and lumen multiplier. Extended lead times apply. 13. Specify 120V or 27711. Available with E01 or Fot configurations only. 25°C ambient operating temperature. 14. Sensor housed in external box mounted to the luminaire. Replace XX with mounting height in feet for proper lens selection (e.g., MS-L20). Not available with HA option. Consult factory for more information. 15. Motion sensor for bidevol switching. Sensor housed in external box mounted to the luminaire. Available in E02404 and F02-FO4 configurations. Replace X with number of bare operating in low output mode and replace XX with fixture mounting height for proper lens selection (e.g,, MS/3-1-20). Not available with HA option. Consult factory of more information. 16. LumeWatt Pro wireless sensors are factory installed only requiring network components LWFLEM-1, LWRGW-1, and LWFPoE8 in appropriate quantities. Sae www oriton.comAighting for LumaWatt Pro application information. 17. Only for use with SL2, SU and SL4 distributions. Not available with L90 or R90 options. 18. Replace XX with color designation. 18. One required for each LightBAR. Not available with L90 or R90 options. Eaton 1121. Highway 74 South F T� Peaditree Gty, GA 30269 Specifications and TD500013EN mlk P: 770-486.1800 dimensions subject to PowarmgBusiness Woddwfde ww.eaton.corn)lightir%g change without notice. 2017.03-2811:31:26 POWER AND LUMENS BY BAR COUNT (21 LED LIGHTBARS) Number of LightBARs E01 E02 E03 E04 Drive Current 350mA Drive Current Power(Watts) 25W 1 52W 75W 97W Current @ 120V (A) 0.22 0." 0.63 0.82 Current @ 277V (A) 0.10 0.20 0.28 0.36 Power (Watts) 31W 58W 82W 99W Current @ 347V (A) 0.11 0.19 0.28 0.28 Current @ 480V (A) 0.09 0.15 0.20 0.21 Lumens 2,999 5,997 8,996 11,994 T2 BUG Rating B1-UO-G1 B2-U0-G2 B3-UO-G3 83-UO-G3 Lumens 2,986 5,972 8,967 11,943 T3 BUG Rating 81-UO-GI B2-U0-G2 83-UO-G3 63-UO-G3 Lumens 2,939 5,877 8,816 11,754 T4 BUG Rating 81-UO-G7 81-UO-G2 B1-UO-G2 B2-UO-G3 I 5Ma Lumens 3,108 6,215 9,323 12,431 BUG Rating 82-UO-GI 83-UO-Gl 83-UO-G2 B4-U -G2 Lumens 3,066 6,131 9,197 12,262 5WQ BUG Rating 82-UO-GI 83-UO-Gl 83-UO-G2 B4-UO-G2 5XQ Lumens 3,092 6,184 9,276 12,368 BUG Rating 82-UO-GI 83-UO-G2 83-UO-G3 84-UO-G3 Lumens 2,928 5,8% 8,784 11,712 SL2 BUG Rating B1-U0-G1 81-UO-G2 B2-UO-G2 82-UO-G2 SL3 Lumens 2,969 6,937 81906 11,875 BUG Rating B1-UO-GI 81-UO-G2 82-UO-G2 82-UO-G2 Lumens 2,882 5,764 8,646 11,528 SL4 BUG Rating B1-U0-G1 B1-U0-G2 B2-UO-G2 82-UO-G2 Rw Lumens 3,004 6,007 91011 12,015 BUG Hating 82-UO-G2 63-UO-G3 B3-UO-G3 83-UO-G3 SLL/sLR Lumens 2,693 5,387 8,080 10,774 BUG Rating B1-UO-G2 81-UO-G2 I B1-U0-G3 I 82-UO-G3 LUMEN MAINTENANCE Ambient Temperature 25,000 Hours* 60,000 Hours* 60,000 Hour" 100,000 Hours Theoretical L70 (Hours) 25*C > 99% > 97% > 96% > 93% > 450,000 40"C > 98% > 97% > 96% > 92% > 425,000 50"C > 97% > 96% > 95% > 91 % > 400,000 • Per IESNA TW21 data. Ell --�_�� 0 10 20 30 40 50 60 70 80 90 100 Hours (Thousands) 25*C- 40'C- 60*C-- Eaton E=TAN Peal eeCit 74 South Peachtree City, GA 30269 Specifications and P. 770486.4800 dimensions subject to Powering Buanass Mrldwide www.eaton co-Wr9hang change without notice. RV RIDGEVIEW POWER AND LUMENS BY BAR COUNT (7 LED LIGHTBARS) Number of LightBARs F01 F02 FOS F04 Drive Current 1A Drive Current Power(Wans) 26W 65W 78W 102W Current @ 120V (Al 0.22 0.46 0.66 0.86 Current @ 277V (A) 0.10 0.21 0.29 0.37 Power (Watts) 32W 6OW 86W 105W Current @ 347V (A) 0.11 0.19 0.28 0.30 Current @ 480V (A) 0.09 0.15 0,21 0.22 Lumens 2,475 4,951 7,426 9,902 T2 BUG Rating 81-1.10-G1 82-UG•G2 82-UO-G2 B3-UO-G3 Lumens 2,465 4,930 7,395 91859 T3 BUG Rating B1-U0-G1 82-UO-G2 B2-U0-G2 B3-UO-G3 T4 Lumens 2,426 4,862 7,278 9,704 BUG Rating B7-UD-GI 61-UO-G2 Bi-UO-G2 B2-UD-G2 611111110 Lumens 2,565 5,131 7,696 10,262 BUG Rating 82-UG-GI 83-UO-GI 83-UO-GI B3-UO-G2 5WQ Lumens 2,631 5,061 7,592 10,123 BUG Rating 82-UO-Gl B3-U0-G1 83-UO-G2 B4U0-G2 Lumens 2,553 5,105 7,668 10,210 5XQ BUG Rating 82-UO-GI B3-UO-G2 83-UO-G3 B4-UO-G3 SL2 Lumens 2,417 4,834 7,261 91668 BUG Rating 81-UO-Gl B1-U0-G1 81-U0-G2 62-UO-G2 Lumens 2A61 4,901 702 9,803 SL3 BUG Rating 81-UO-Gl B1-U0-G1 B1-U0-G2 B2-UO-G2 Lumens 2,379 4,758 7.138 9,517 SL4 BUG Rating Bi-UO-G1 81-UO-G2 81-U0-G2 82-1.111-132 Lumens 2,480 4,959 7,439 9,918 RW BUG Rating B1-U0-G1 82-1,1042 83-UO-G3 B3-UO-G3 SwsLR Lumens 2,224 4,447 6,671 8,894 BUG Rating 81-Uo-G1 81-UO-G2 81-1,1043 81-UO-G3 LUMEN MULTIPLIER Ambient Temperature Luen m Multipusr 10°C 1.02 15°C 1.01 25"C 1.DO 40°C 0.99 50*C 0.96 TD500013EN 2017-03-2811:31:26 RV RIDGEVIEW 134 TH ®aG+ MOUNTING CONFIGURATIONS AND EPAS Wall Mount Arm Mount Single Arm Mount 2 ' 180° Arm Mount 2 @ 90* Ann Mount 3 @ 120" Arm Mount 3 @ 90' Arm Mount 4 @ 90* EPA.0.67 EPA:1.34 EPA:1,34 EPA:1.72 EPA:1.72 EPA:1,94 MARK W. BIGBIE MA } . No. 42959 _ i J' --� j�NAI, Sai.&� OPTIC ORIENTATION saner side Buset side street Bide t 1 1 4 _... _.... House Side House Side Huuee Side Standard DRILLING PATTERNS Optics Rotated Left @ 90• (L901 Optics Rotated Right @ 90* [R901 TYPE'R' WALL MOUNT (WM) 2-5/16" 159MMI C", 11116" `J 1 [27mml 2-v6" e [54mml 3/4' [19mml Dia. Hole (2) 5/ . 116mm1 L 4-3/8" Dia. Holes (111mn 9132" (7mml Dia. Holes 5" (127mml +9116" (14mml Dia. Hole Eaton 1121 Highway 74 South E _ Peachtree City, GA 302W Specifications and P 770-486-4800 dimensions subject to PowsrMSusawsWorldwide www.eaton.com/kghtahg change without notice. OPTIONAL WIRELESS CONTROL LumaWatt Sensor nm] [152mml TD500013EN 2017-03-2811:31:26 Lll N rl w I-i V) Lf ) LLJ .. _ l0 00 Ln [-- OC M M l Q Q m ,--I aL D_ LL DATE: Q Z > 0W1r% fn J J J J > 0 U) Uw wp CD J J � Q Q U= U 01 /29/2018 PROJECT NUMBER: 17119 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER Jordan & Skala Engineers El 02 17855 North Dallas Parkway, Suite 320 is Dallas, TX, 75287 LIGHTING FIXTURE p. 469.385.1616 • t. 469.385.1615 SPECIFICATION Texas Registered Engineering Firm F-4990 Project Number:]730724 Drawn By:ER Checked By:SD � SHEETS G t COPYRIGHT © 2016 Y� FIXTURE TYPE 'WP' McGraw -Edison ISC/ISS/1ST/ISW IMPACT ELITE LED TH a I. DESCRIPTION The Impact Elite family of wall luminaires is the ideal complement to site design. Incorporating modular LightSquares technology, the Impact Elite luminaire provides outstanding uniformity and energy -conscious illumination. Combined with a rugged construction, the Impact Elite luminaire is the ideal facade and security luminaire for zones surrounding schools, office complexes, apartments and recreational facilities. UUcUL listed for wet locations. SPECIFICATION FEATURES Construction Electrical Mounting Heavy -wall, die-cast aluminum LED drivers mount to die-cast Gasketed and zinc plated rigid steel housing and removable hinged aluminum back housing for mounting attachment fits directly door frame for precise tolerance optimal heat sinking, operation to 4" 1-box or wall with the Impact control and repeatability. Hinged efficacy, and prolonged life. Elite "Hook-N-Lock" mechanism door inset for clean mating with Standard drivers feature electronic for quick installation. Secured with housing surface and secured via universal voltage (120-277V two captive corrosion resistant two captive fasteners. Optional 50/6OHz), 347V 60Hz or 480V 60Hz black oxide coated alien head set tamper -resistant TorxT"' head operation, greater than 0.9 power screws concealed but accessible fasteners offer vandal resistant factor, less than 20% harmonic from bottom of fixture. access to the electrical chamber. distortion, and are suitable for operation in -40*C to 40*C ambient Finish Optics environments. All fixtures are Cast components finished in a Choice of 10 patented, high- shipped standard with 10kV/10kA five -stage super TGIC polyester efficiency AccuLED Optics'" common - and differential - mode powder coat paint, 2.5 mil nominal distributions. Optics are precisely surge protection. LightSquares thickness for superior protection designed to shape the light feature an IP66 enclosure rating against fade and wear. Standard output, maximizing efficiency and and maintain greater than 90% colors include black, bronze, grey, application spacing. AccuLED lumen maintenance at 60,000 hours white, dark platinum and graphite Optics technology creates per IESNA TM-21. Emergency metallic. RAL and custom color consistent distributions with the egress options for -20*C ambient matches available. Consult the scalability to meet customized environments and occupancy McGraw -Edison Architectural application requirements. Offered sensor available. Colors brochure for the complete Standard in 4000K (+/- 275K) CCT selection. and minimum 70 CRI. Optional 3000K, 5000K and 5700K CCT. Warranty Five-year warranty. DIMENSIONS Cylinder Quarter Sphere T �T 9" 7„ [229mm] [178mml �18"[457mm1� L 9" [229mml� �18"[457mm1� L9"[229mm]-J Ispezold Wedge 7„ 8„ (178mm[L I / \ [203mm] �16-1/2" [419mm]� �9" [229mm" 16-1/2" [419mm)� L8-1/4" [210mm1� HOOK_N-LOCK MOUNTING _ FIt it*N Powering Business Worldwide page 4 ORDERING INFORMATION rf C1 T7 Q7 *www,design I ights.org r iSUSS/1ST/ISW IMPACT ELITE LED 1 LightSquare Solid State LED WALL MOUNT LU� I�R CERTIFICATION DATA UL/cUL Listed LM79 / LM80 Compliant IP66 LightSquare Design Lights Consortium`' Qualified* ISO 9001 ENERGY DATA Electronic LED Driver >0.9 Power Factor <20 % Total Harmonic Distortion 120-277V/50 & 6OHz, 347V/6OHz, 48OV/6OHz -40°C Minimum Temperature 40°C Ambient Temperature Rating SHIPPING DATA Approximate Net Weight: 18 lbs. (8 kgs.) as TD514030EN June 21, 2018 11:57 AM ISC/ISS/IST/ISW IMPACT ELITE LED -Product Family Light Engine Drive Current Lamp Type Voltage Distribution Color ISC=Impact Elite LED AF=(1) LightSquare 350=Drive Current Factory Set to 35OmA LED=Solid E1=Electronic T2=Type 11 AP=Grey Small Cylinder 450=Drive Current Factory Set to 450mA State (120-277V) T3=Type III BZ=Bronze iSS=Impact Elite LED 600=Drive Current Factory Set to 600mA Light 347=347V z T4FT=Type IV Forward Throw BK=Black Small Quarter Sphere 800=Drive Current Factory Set to 800mA Emitting 480=480V 2-' T4W=Type IV Wide DP=Dark IST=Impact Elite LED 1000=Drive Current Factory Set to 1000mA Diodes SL2=Type 11 w/Spill Control Platinum Small Trapezoid 1200=Drive Current Factory Set to 1200mA' SL3=Type III w/Spill Control GM=Graphite ISW=Impact Elite LED SL4=Type IV w/Spill Control Metallic Small Wedge SLL=90" Spill Light WH=White Eliminator Left SLR=90° Spill Light Eliminator Right RW=Rectangular Wide Type I Options (Add as Suffix) Accessories (Order Separately) " 7030=70 CRI ! 3000K CCT 4 MA1253=10kV Circuit Module Replacement 7050=70 CRI / 5000K CCT 4 MA1254-XX=Thruway Back Box - Impact Elite Trapezoid 7060=70 CRI 15700K CCT 4 MA1255-XX=Thruway Back Box - Impact Elite Cylinder 8030=80 CRI 13000K CCT 4 MA1256-XX=Thruway Back Box - Impact Elite Quarter Sphere PER7=NEMA 7-PIN Twistlock Photocontrol Receptacle r•s,a MA1257-XX=Thruway Back Box - Impact E)ite Wedge P=Button Type Photocontrol (Available in 120, 208, 240 or 277V. Must Specify Voltage) s FSIR-100=Wireless Configuration Tool for Occupancy Sensor HA=50'C High Ambient 7 AHD145=After Hours Dim, 5 Hours, 50%8 AHD245=After Hours Dim, 6 Hours, 50%' AH0255=After Hours Dim, 7 Hours, 50 % r AHD355=After Hours Dim, 8 Hours, 50%- MS/DIM-LXX=Motion Sensor for Dimming Operation 910,11 LWR-LW=LumaWatt Pro Wireless Sensor, Wide Lens for 8'- 16' Mounting Height LWR-LN=LumaWatt Pro Wireless Sensor, Narrow Lens for 16'- 40' Mounting Height BBB=Battery Pack with Back Box (Specify 120V or 277V) t4 CWB=Cold Weather Battery Pack with Back Box (Specify 120V or 277V) 14 LCF=LightSquare Trim Plate Matches Housing Finish HSS=Factory Installed House Side Shield's ULG=Uptight Glow s ti TR=Tamper Resistant Hardware X=Driver Surge Protection (6kV) Only tB NOTES: t. Standard 4000K CCT and greater than 70 CRI. 2. Not available with ULG option. 3. Only for use with 480V Wye systems. Per NEC, not for use with ungrounded systems, impedance grounded systems or corner grounded systems (commonly known as Three Phase Three Wire Delta, Three Phase High Log Delta and Three Phase Corner Grounded Delta systems). 4. Exemended lead times apply. 5. Not available with ISS or ISW. 6. Not available with LWR-XX or MS/DIM-LXX. T Suitable for SVC provided no options other than motion sensor are included and driver output set to 1.A or less. a. Requires the use of P photocontrol or the PER7 photocontrol receptacle with photocontrol accessory. Not available with 35OmA drive current. See After Hours Dim supplemental guide for additional information. a. Specify lens in place of XX. Round to next highest option based on mounting height. Available options are 08, 20 and 40W. 10, The FSIR-100 configuration tool is required to adjust parameters including high and low modes, sensitivity, time delay, cutoff and more. Consult your lighting representative at Eaton for more information. it. Includes integralphotocell. 12. LumaWatt Pro wireless sensors are factory installed and requiring network components in appropriate quantities. See www.eaton.com/lighting for LumaWatt Pro application Information. 13. LED standard integral battery pack is rated for minimum operating temperature 320F (0"CI. Operates downlight for 90-minutes. 14. LED cold weather integral battery pack is rated for minimum operating temperature -4"F (-20°C). Operates downlight for 90-minutes. 15. Only for use with SL2, SO and SL4 distributions. The LightSquare trim plate is painted black when the HSS option is selected. 16, Removes additional surge module. 17. Specify color in place of XX. Eaton 1121 Highway 74 South .T* Peachtree City, GA 30269 Specifications and TD514030EN P: 77"864800 dimensions subject to Powering Business Worldwide www.eaton.coMlighting Change without notice. June 21, 2018 17:57 AM page 2 Pr1WER AND LUMENS 1 LightSquare (AF) Cylinder IISC) and Quarter Sphere (ISS) Trapezoid (IST) and Wedge (ISW) Drive Current(mA) 350 1 450 600 B00 1000 1200 350 450 600 800 1000 1200 Power (Watts) 120-277V 20.3 25.5 33.4 43.9 55.1 66.2 20.3 25.5 33.4 43.9 55.1 66.2 120V 0.17 0.22 0.29 0.38 0.48 0.56 0.17 0.22 0.29 0.38 0.48 0.56 Current (A) 277V 0.09 0,10 0.13 0.17 0.21 0.25 0.09 0.10 0.13 0.17 0.27 0.25 Power (Watts) 347V or 480V 23.3 28.7 36.6 49.5 60.7 70.1 23.3 28.7 36.6 49,5 60.7 70.1 347V 0.07 1 0,08 1 0,11 0.15 0.18 0.21 0,07 0.08 0.11 0.15 0.18 0.21 Current (A) 480V 0.05 1 0.06 1 0.08 0,11 0.13 0.16 0.05 0.06 0.08 0.11 0,13 0.16 Optics Lumens 2,336 2,934 3,827 4,791 1 5,663 6,444 1 2,498 3,136 4,091 5,122 6,054 6,889 T2 BUG Rating B1-UO-G1 B1-UO-G1 B1-U0-G1 B1-UO-G1 I B1-UO-G1 B1-U0-G1 B1-U1-G2 B1-U1-G2 B1-U1-G2 B1-U1-G2 B1-U1-G2 81-U1-G2 Lumens 2,385 2,994 3,906 4,889 5,779 6,577 2,504 3,144 4,101 5,133 6,068 6,905 T3 BUG Rating Bt-UO-G1 81-U0-G1 Bt•UO-Gt 81-U0-G1 61-UO-G7 Bt-UO-Gt B1-U1-G2 81-U1-G2 B1-U1-G2 61-U1-G2 81-U1-G2 B1-U1-G2 Lumens 2,360 2,963 3,866 4,839 5,720 6,509 2,530 3,177 4,145 5,188 6,133 6,979 T4FT BUG Rating B1-UO-G1 B1-UO-G1 B1-U0-G1 B1-UO-G1 BI-UO-GI B1-UO-G1 B1-U1-G2 B1-U1-G2 B1-U1-G2 B1-U1-G2 B1-U1-G2 81-U1-G2 Lumens 2,386 2,996 3,908 4,892 5,783 6,581 2,500 3,139 4,095 5,126FBI1-Ul-G2 059 6,895 T4W BUG Rating B1-UO-Gt B1-UO-G1 81-UO-Gl Bt-UO-G1 Bt-UO-G1 B1-UO-G1 B7-U1-G2 B1-U1-G2 B1-U1-G2 Bt-U1-G21-G2 B1-U1-G2 Lumens 2,257 2,834 3,697 4,628 5,470 6,225 2,413 3,030 3,953 4,948849 6,656 sL2 BUG Rating B1-U0-G1 Bt-UO-Gi B1-UO-G1 B7-U0-G1 B1-U0-G1 Bl-UO-G1 B1-U1-G2 B1-Ut-G2 B1-U1-G2 B7-U1-G2 81-U1-G2 Lumens 2,220 2,787 3,636 4,552 5,380 6,122 2,365 2,970 3,874 4,849 5,732 6,523 SL3 BUG Rating B1-UO-G1 Bi-U0-G1 61-UO-G1 81-UO-G1 81-UO-G1 B1-UO-G1 81-U1-G2 61-U1-G2 81-Ut-G2 B7-U1-G2 81-U1-G2 61-U1-G2 Lumens 2,110 2,649 3,456 4,326 5,113 5,818 2,234 2,805 3,660 4,581 5,415 6,162 SL4 BUG Rating BO-UO-Gi BO-UO-G1 B0-UO-G1 B0-U0-G1 B0-UO-G1 80-UO-Gl B1-U1-G2 81-U1-G2 B1-U1-G2 B1-U1-G2 Bi-Ui-G2 B1-U1-G2 Lumens 1,990 2,498 3,259 4,080 4,823 5,488 2,154 2,705 3,529 4,418 5,222 5,942 SLL/SLR BUG Rating B1-UO-G1 B1-UO-G1 B1-U0-G1 Bi-UO-Gt Bt-UO-G7 B1-UO-G1 Bt-U1-G2 B1-U1-G2 B1-U1-G2 B1-U1-G2 81-Ui-G2 B1-U1-G2 Lumens 2,380 2.988 3,898 4,880 5,768 6,564 2,465 3,095 4,037 5,054 5,974 6,798 RW BUG Rating 82-UO-GO B2-UO-GO B2-UO-G0 62-UO-GO B2-U0-G0 82-UO-GO I 133-U1-G1 83-U1-G1 63-U1-G1 B3-U1-G1 63-U1-G1 83-U1-Gi LUMEN MAINTENANCE Ambient 25000 50000 60000 100000 Theoretical Current Temperature Hours- Hours" li Hours* Hours* L70 (Hours)* Up to Up to 40°C >95% >91 % >90 % >83% 20,4000 1,2A "Data calculated based on TM-21 calculator. THRUWAY BACK BOX Cylinder [51mml 1-314" 1305mm1__1 [51mm 1-3/4" Eaton ` 1121 Highway 74 South E,T* Peachtree City, GA 30269 P: 77D4864800 Powering Business Worldwide www.eawn.corMighting LUMEN MULTIPLIER Ambient Temperature Lumen Multiplier 10*C 1.02 15*C 1.01 25*C 1.00 40°C 0.99 Quarter Sphere Trapezoid Wedge [51mLm) m`1-3/4" 3/4" Immi 72-1/4" 1311mm1 12" [305mmj--] 2" [305mm] 144mm1 Specifications and TD514030EN dimensions subject to Changewithoutnotice June 21, 2018 17:57 AM page ISC/ISS/IST/ISW IMPACT ELITE LED CONTROL OPTIONS 0-10V (DIM) This fixture is offered standard with 0-10V dimming driver(s). The DIM option provides 0-10V dimming wire leads for use with a lighting control panel or other control method. Photocontrol (PC1, PC2 and PER7) Optional button -type photocontrol provides a flexible solution to enable "dusk -to -dawn" lighting by sensing light levels. After Hours Dim (AHD) This feature allows photocontrol-enabled luminaires to achieve additional energy savings by dimming during scheduled portions of the night. The dimming profile will automatically take effect after a "dusk -to -dawn" period has been calculated from the photocontrol input. Specify the desired dimming profile for a simple, factory -shipped dimming solution requiring no external control wiring. Reference the After Hours Dim supplemental guide for additional information. Dimming Occupancy Sensor (MS/DIM-LXX) These sensors are factory installed in the luminaire housing. When the MS/DIM-LXX sensor option is selected, the occupancy sensor is connected to a dimming driver and the entire luminaire dims when there is no activity detected. When activity is detected, the luminaire returns to full light output. The MS/DIM sensor is factory preset to dim down to approximately 50 percent power with a time delay of five minutes. These occupancy sensors includes an integral photocell that can be activated with the FSIR-100 accessory for "dusk -to -dawn" control or daylight harvesting -- the factory preset is OFF. The FSIR-100 is a wireless tool utilized for changing the dimming level, time delay, sensitivity and other parameters. A variety of sensor lens are available to optimize the coverage pattern for mounting heights from 8-40'. For mounting heights up to 8' (-L08 - Cutoff 8' to 241 0 B----- .. 12 36 24 18 7 5 0 5 7 18 24 36 Coverage Side Area (Feet) For mounting heights up to 40' (140) 0 10 20 30 40 20 30 For mounting heights from 12'to 30' (-L30) 30 22 15 7.5 0 7.5 15 22 30 Coverage Skis Area (Feet) For mounting heights from 8' to 12' (-L12) 0 r- 8.._.._...--.._..--0� _.._................ 12 20 15 10 5 0 5 10 15 20 Coverage Side Area (Feet) Coverage Side Area (Feet) LumaWatt Pro Wireless Control and Monitoring System (LWR-LW and LWR-LN) The Eaton's LumaWatt Pro powered by En)ighted is a connected lighting solution that combines a broad selection of energy -efficient LED luminaires with a powerful integrated wireless sensor system. The sensor controls the lighting system in compliance with the latest energy codes and collects valuable data about building performance and use. Software applications turn the granular data into information through energy dashboards and specialized apps that make it simple and help optimize the use of building resources, beyond lighting. 0 7R For mountino heights from 8' to 16' ILWR-LW) For mounting heights from 16' to 40' (LWR-LN) A ,A e a 16 24 Eaton 1121 Highway 74 South E. r Peachtree City, GA 30269 P. 770486.4800 PowenngBusiness Worldwide wwweaton.coaVhghboy Coverage Side Area (Feet) Specifications and dimensions subject to Change without notice. 40 30 20 10 0 10 20 30 40 Coverage Side Area (Feet) TD514030EN June 21, 2018 11:57 AM Jordan & Skala Engineers 17855 North Dallas Parkway, Suite 320 • Dallas, TX, 75287 p. 469.385.1616 • f. 469.385.1615 Texas Registered Engineering Firm F-4990 1 Project Number:1730724 Drawn By:ER Checked By:SD MARK N. BIGBIE Lic. No. 42958 1015 b r�i`-�NAL�C N LL) i- V) rlj Lli LU Lr) � 00 r. wT--1 0)t"I OC M M f--I Z 0 N N �pCNgOiON Q m •--I LL r2 LL Q Z > Ow f� J J J J � Q � Uw W ~ m0 J Cc Q Q U2 U DATE: 01 /29/2018 PROJECT NUMBER: 17119 REVISIONS NO DATE DRAWINGS ISSUED FOR: PERMIT SHEET NUMBER / El n3 LIGHTING FIXTURE SPECIFICATION SHEETS COPYRIGHT © 2016 $lX;NI FV DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D2150D86 F313WA *LEV002 $LEV003 $LEV004 *LEV005 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I 1 I I I ��I �I Z I �I I �I 1 m I o m W N in W Z W .V2 a_ I Z) W N 0 ROUTE 20 CONVENTIONAL SIGNS STATE LINE -------------------------------------------------- - - COUNTY LINE ----------------------------------------------- - CITY/TOWN OR VELLAGE _______________________________ - - RIGHT OF WAY LINE ------------------------------------ FENCE LINE -------------------------------------------------- x X UNFENCED PROPERTY LINE --------------------------- fi FENCED PROPERTY LINE ------------------------------- x- x WATER LINE ------------------------------------------------ - SANITARY SEWER LINE ------------------------------------- GASLM------------------------------------------------------ 4 G - ELECTRIC UNDERGROUND CABLE ................... - E TRAVELED WAY --------------------------------------------- - - - - - ---------- GUARD RAIL ------------------------------------------------ RETA N1NG WALL ------------------------------------------ RAILROADS------------------------------------ - ------------- BASE OR SURVEY LINE --------------------------------- 0 CD Ln M + O LEVEEOR EMBANKMENT IId 111xW WIliYli1i111A.INdludlulY111111 �}�-----------------------------'" ���M NNIIIRMMl1111N71r111P111MIl1lIPIIIM1111R111 �ES -------------------------------------------------------- CULVERTS----------------------------------------------------- - - - - - - - -� DROP INLET -------------------------------------------------- POWER POLES ------------------------------------------------ E f F TELEPHONE OR TELEGRAPH POLES----------------� + } TELEPHONE OR TELEGRAPH LINES ---------------- HEDGE--------------------------------------------------------- TREES--------------------------------------------------------� HEAVY WOODS----------------------------------------------mmmmr�^ GROUND ELEVATION ------------------------------------- DATUM LINE CI GRADE ELEVATION ---------------------------------------- DATM LINE ALBEMARLE COUNTY ROADWAY CONSTRUCTION GENERAL NOTES COMMONWEALTH OF VEARGINIA DEPAIRTMIXENT OF TIRANSPOIRTATION AVON STRkIEXET EEXTENSION I'� (��ADWAY IMPIRkOVE-dMENTS 0 W cc h 1Ed A 11DX FIFTH STATIOiq BEGIN PROJECT -L- STA. 11 +29.07 -L- STA. 19+56.58 STATE 1 1L"L1A"'L- MILJ J 1 H I C SHEET PROJECT ROUTE PROJECT NO. V A . 742 17234 R -1 ��pLTH pF RAM EY KE M P iSlgned by: 'A Du t D�GA Illy ASSOCIATES,INC. pg Transortation Enieer s Lic. No.052736 4343 Cox Road Glen Allen, Virginia 23060 cs-%NAL ECG` Phone: 804-217-8560 www.rameykemp.com 10/17/2018 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED INDEX OF SHEETS SHEET NO. R-1 R-2 R-3 R-4 R-5 R-6 THRU R-7 R-8 THRU R-12 R-13 THRU R-14 SHEET TITLE SHEET TYPICAL VDOT DETAILS PLAN SHEET PAVEMENT MARKING SHEET TRAFFIC CONTROL NOTES CROSS SECTIONS EROSION CONTROL PLANS CHARLOTTESVILLE 1. Prior to any construction within any existing public right-ot-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. W 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. H 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. Q 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. Z 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe * Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). Ln z �z 10. 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. z J z J z J 11. 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. O a a. -1 a a. cn W a a- 12. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). H a. 0 w a. 0 w F' a_ 0 w 13. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. ~ W F- z W �- J_ z ~ W H z �� 14. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 15. 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. to 0 0 < 0 0 0 a U U- 00 a 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in order to provide safe and convenient access. �U 17. 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. f- Z 18. 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. Zo w z 19. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. v~i W w 20. Pipe and riser joints are to be watertight within stormwater management facilities. 21. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. Ei 0 V PLAN N0. PROJECT FILE N0. SHEET N0. $TIME$STAMP$ CODE N0. 6010 17234 R-1 DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D2150D86 PAVEMENT DESIGN LEGEND PAVEMENT DEPTH Cl SM-9.5A SURFACE 1.5" DEPTH DI IM-19.OA BASE 5" DEPTH Jl 21-B SUBBASE 11" DEPTH S CONCRETE SIDEWALK 4" DEPTH U EXISTING PAVEMENT VARIES FOR PAVEMENT WIDENING DETAIL, REFER TO VDOT ROAD AND BRIDGE STANDARD WP-2 (SEE DETAIL BELOW) WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT EXIST. GROUND 3.7 �TyA S�ccTiO NS EXIST. GROUND ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12"* EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE I PROPOSED SUBBASE -------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 1 V, INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) * MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) ST'D. C6-6 OR ST'D CG-7 S SEE PLAN FOR * LOCATION NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED 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 DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 VZ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. xvccm ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION 56' 2.5' SPECIFICATION REFERENCE 315 yI�111�fQ�7�� Da MATCH i EXIST. COMPACTED SUBGRADE VARIES 0' TO 11' 0 C:) ( GRADE TO THIS LINE ll' I nD1 U VARIES 0' TO II' EXIST. PAVE. TYPICAL SECTION NO.2 -L- STA.11 +74.05 TO STA. 19+56.58 -L- STA.11 +74.05 TO STA. 14+73.31 SR 742 (ANON STREET EXTENSION) MILL OUT 2' WIDE STRIP OF EXISTING 2' PAVEMENT AND REPLACE WITH �'� / Cl `" ASPHALT OVERLAY (1-1/2" DEPTH) D1 J1) (U LAP JOINT DETAIL TO BE USED IN AREAS OF FULL -DEPTH PAVEMENT WIDENING WITH NO OVERLAY 1-1/2" DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D215OD86 STATE NLTH OF ROUTE PR 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS Signed by:: CG-12 NOTEHYDRAQLICNCEMENTCURB SIDEWALKP (DEPTH IN IONCHES, AREA THE IN SQUARE YARDS) A CG-12 f errioi� A. Du I, is ,• CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) PERMISSIBLE � �{` &.D GAL III 3'' `/ 742 GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 3 r cQNSrPucT1QN 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES, EACH OF THE AJ30vE ITEMS IS A SEPARATE PAY ITEM AhlU SHOULD JOINT a' 05 DOWEL, a" LONG 0 12" C-C 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. M,11N .d Lic. No. 052736 DETECTABLE WARNING SUFACES, PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX x 1 1 �� THE REQUIREMENTS OF THE SPECIAL PROVISION! FOR CG-12 DETECTABLE 48:i MAAt ¢ � � WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND - �� �`� DESIGN FEATURES RELATING TO CONSTRUCTION SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' 1 a' NAIL � OR TO REGULATION AND CONTROL OF TRAFFIC FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 10.1 iQ•1 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO $ B MAX PdAX 8 MAY BE SUBJECT TO CHANGE AS DEEMED THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX 10/17/2018 NECESSARY BY THE DEPARTMENT PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4, TYPE A 5' 5' 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR TRUNCATE DOME TYPICAL DESIGN CONCRETE COVER I%2". �, F A SEE SHEET 1 OF 5 Ramey Kemp & Associates � FOR DETAILS '_ Glen Allen, Virginia 6. CURB /CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURS RAMPS `y.� r � � 8'-()" Min. a'-0" Min. ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. u , 5' MIN Roadway Engineer 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED � \ \ I1 12 �, 12:1 MAX. 48:1 MAX. BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12,1 MAXI„, �^ -- -_- BALK OF CURS AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY gz iatir'a' - -"" \ CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, 20: 1 OR NONEXISTENT. THEY MUST BE LOCATED ',WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B 4' BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE PARALLEL r MIN. a' HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS I-� I SECTION A" A UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTBJG ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED PERMISSIBLE 4' AND USED BY PEDESTRIANS. r r CONSTRUCTION 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT r i i 1AAX JOINT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 19:1 MAX _ - , , d . TYPE A THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS------w^ PERPENDICULAR TO THE CURB. 5'I,t1N XXC K9/ WITH BUFFER STRIP 9• TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT 5ti;,$" i SECTION B-B ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT 'X, , 2" HIGHER THAN TRUCK TRAFFIC) FOR CONCRETE DEPTH. EDGE OF PAVEMENT NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET i OF 5. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT X X , SAME AS TOP OF CURB THE MINIMUM Y4IDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (4' WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH a FEET FOR NEW 11. WHEN ONLY ONE CURB RAMP 15 PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C CONSTRUCTION. A 4' x 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 o 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -�-I O - A 4' SQUARE LANDING _ A 4' SQUARE LANDING WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD s O O 0 O 0 0 z Y `1 AREA OUTSIDE OF AREA OUTSIDE OF -MODIFIED AS OF RECOMMENDED BY THE MANUFACTURER TO MATCH L - Ib O 0 0 0 ® 0 0 0 0 0 0 O -3 �� 1 TRAVELWAY SHALL TRAVELWAY SHALL THE BE PROVIDED WITHIN BE PROVIDED WITHIN 0 0 0 0 0 0 0 0 0 0 0 0' '' THE MARKED THE MARKED rJ (n CROSSWALK AREA. CROSSWALK AREA. LANDING RAMP � V) t ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V) � � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2, �0 z=0 `r N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V � ✓� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ©©©��' 5OX-65Z OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CROSSWjKl "k C7 Q OP DIAM R CRQSSW K DETECTABLE WARNING ` ~ ` 6 V U AT BACK OF CURB � I` 1BAS .9"-1. " L VARIABLE FULL WIDTH OF RAMP FLOOR _ I TYPICAL PLACEMENT TYPICAL PLACEMENT 11 � � SEE PAY LIMITS AT INTERSECTION CROSSWALK C, OSS WALK DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING AT INTERSECTION WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT INSTALLED ON A RADIUS DETAIL DETAIL WITHIN CROSSWALK (WITH BUFFER STRIP) WITH BUFFER STRIP XV DOT SPECIFICATION SPECIFICATION 1VDOT CG-12 DETECTABLE WARNING SURFACE REFERENCE REFERENCE CG-12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET t OF 5 REVISION DATE (GENERAL NOTES) 105 145 TYPE A (PERPENDICULAR) APPLICATION REVISION DATE I SHEET 2 OF 5 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 07/15 203.05 203.06 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CC-12 r -- - _h I � CC-12 CG-12 C ( I B ( ttNl 5' SIDE 'WALK rs I `I Min.I �J A � l 1�.�. a'BUFFER STRIP `y ---20:1-•-•48:1-•- 05 DOWELS, 8" LONG � PERMISSIBLE 1�7� - � A � � � f;; j / 20.1-- /� ; •5� AT 12" C-C 5' MIN. JOINTTRUCTION 12:1 MAx.- Xw 4'MIN 5' F11N. / , `` PERMISSIBLE CONST. JOINT , rrr 11 r SECTION .'C SEE NOTE 5 CURB V) f% ff "t 12:1 MAX z x� O rS� '' '' 5'x5' V ' Level Area B 1n• ':p• '12:1 MAX, WITH BUFFER STRIP 6" °'jam in �f .�f� y �� DETECTABLE (Min.) I -1- XX �I ..�, WARNING (TYP) .y � CURB RAMP RAMP ` 5' MIN -TRUNCATED DOMES VARIABLE (SEE TABLE) 12` 1 MO. A SEE SHEET 1 OF 5 FOR DETAILS CROSSWALK 2' 5' 2' (SEE TABLE) A 4' SQUARE LANDING A 12:1 MAX. w �-J AREA OUTSIDE OF MEDIAN WITH CUT-THROUGHMin.B TRUNCATED DOMES r 4'WN TANGENT PLAN TYPICAL PLACEMENT SEE SHEET 1 OF 5 FOR DETAILS SHAPE TO MATCH FACE TRAVELWAY SHALL �� � TYPE M�-�-•20:1 -48:1 48:i--- 20:1--- DETECTABLE OF ROADWAY CURB BE PROVIDED WITHIN AT INTERSECTION - 5'-0" MIN 2'-0" MIN. 5'-0" MIN. THE MARKED WITH BUFFER STRIP ;•::,>-.. :.•.:.. :;-•:- •,- WARNING (TYP) CROSSWALK AREA SECTION 8-P Min SHARE TO MATCH FACE REFUGE ISLAND WITH RAMPS OF ROADWAY CURB AT K , 2" HIGHER THAN SEE N10TE 5 BACK OF CURB 48 : 1 MAX. WITH BUFFER STRIP _ _ BACK OF CURB--\ 12' 1 MAX. - 48: 1 Max. EDGE OF PAVEMENT TYPE R11 - , _ �-- 48: 9 h1AX. AT X . SAME AS TOP OF CURB 20:1 -1 48 : 1 MAX. d 5' MIN 20 ;1 d r , � �- t VARIABLE D 12:1 MAX. DETECTABLE 5., 1�,1 2' 2' 2' 1 WARNING (TYP) fl" 0, Mtn. SECTION A -A Max. ��•\� � SECTION A -A WITHOUT BUFFER STRIP I1N ;� i 1 y/. PERMISSIBLE Y _ A CONSTRUCTION! a_ 4, TYP. rt �6 .p, 1 SECTION D-D ..JOINT v, Ln 2' pA1N- m 0 e�t3 �•- 3� AT `X 2" HIGHER THAN c - v ? 0 TYP• EDGE OF PAVEMENT e+ C 4a0 n� 48.1 CURB AT X X, SAME AS TOP OF CURB !�' v� SECTION B-8 -�► l 'a-' �`- CURB CROSSWALK ,),- "•' �� �"' r' TYPE C I .t nn °+ �- A a' SOUP�tE LANCING AREA II CURB �� OUTSIDE BE PROVIDED TRAVELWAY AVLWR PARALLEL & PERPENDICULARCRHAL OSSWALK PERPENDICI,LAR CROSSYtALK APPLICATION 12,1 NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ,l NITHN THE MARKED MAX. �� � � �.n• SEE SHEET 1 OF 5. CROSSWALK AREA. ROADWAY GRADE MINIMUM RAMP LENGTH 5. mN ` D -DETECTABLE THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT CURB IN PERCENT IN! FEET 5' WARNING (TYP) IS LIMITED TO 15 FEET, REGARDLESS OF THE a' SUFFER STRIP c? Min 4" CURB 6" CURB AT INTERSECTION s'sIDEwALK 4. (YP. SLOPE, WITHIN CROSSWALK 0 2 4 2' MIN- MEDIAN WITH RAMP 1 2 5 AT X , 2" HIGHER THAN REFUGE ISLAND CUT -THROUGH TYPE B PARALLEL LANDING 48*1MAx. DIAGONAL PLACEMENT 2 3 5 P EDGE OF PAVEMENT APPLICATION SLOPE 3 3 6 ATXX. SAME AS TOP OF CURB TYPE M1 NOTES, TYPE RI2 LANDING aa.1 MAX, LAriDI'+C as:1 MAx. MINIMUM RAMP LENGTH SLOPE SLOPE 4 4 8 NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, 6' I4'l 6' 1. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ROADWAY GRADE IN FEET CURB 5 5 10 SEE SHEET 1 OF 5. 12:1 Max. RAMP 12:1 Max. RAMP SEE SHEET 1 OF 5. IN PERCENT CURB 6 7 14 2. CURB SHALL BE SHAPED TO MATCH THE FACE OF ROADWAY CURB. 4" CURB 6" CURB 5' MIN � THE SELECTION) OF CURB TYPE AND THE CONFIGURATION OF THE n t tt rt. 7 13 15 BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS r-•: 3. SEE ROADWAY PLANS FOR MEDIAN AND REFUGE ISLAND DIMENSIONS 0 4 6 © CROSS'NALK `•:z°t $ 15 15 _ ,r =:- '. �r;: �. : • .. %tp AND ROADWAY GEOMETRICS PROVIDING THE DIMENSIONS AND - :A.:; : 4 RAMPS AND CUT THROUGH'S SHALL BE ALIGNED WITH CROSSWALKS. 1 5 7 x ~�` CROSSWALK �z°I SLOPES ARE AS NOTED. SECTION `A -A 5. THE RAMPS AND CUT THROUGH'S SHALL DE INSTALLED AND PAID FOR AS � ";i � Mpx 2 5 8 THE REQUIRED LENGTH OF A PARALLEL RAMP IS THIS COMBINED (PARALLEL &PERPENDICULAR) DESIGN CAN 8E USED WITH SEE NOTE 5 4" HYDRAULIC CEMENT CONCRETE SIDEWALK IN! ACCORDANCE WITH SECTION 3 6 9 504 OF THE ROAD & BRIDGE SPECIFICATIONS. EXCAVATION! OF MATERIAL FOR 4 8 12 GRASS n LIMITED 7O 15 FEET. REGARDLESS OF THE SLOPE. ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES THE INSTALLATION OF THE SIDEWALK SHALL BE INCLUDED IN THE PRICE 810 S 10 15 CONCRETE CURB I I � n Cure WITH 5' x 5' MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE FOR 4" HYDRAULIC CEMENT CONCRETE SIDEWALK. STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED 6 1 14 15 WITH BUFFER STRIP TO THE SIDEWALK WITH A WARPED SURFACE. 6. CUT THROUGH'S LESS THAN 6' IN WIDTH SHALL NOT HAVE DETECTABLE WITHOUT BUFFER STRIP "� WARNINGS INSTALLED, � [�][' �+ XVDOT WARNING h i SPECIFICATION SPECIFICATION 1V00T `VDOT �, �j - 12 DETECTABLE WARNING N I N lJ V i N 1 At E SPECIFICATION CC-12 DETECTABLE W Y AR N I N G SURFACE REFERENCE REFERENCE CC-12 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION 105 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION REVISION DATE SHEET 4 OF 5 SHEET 5 OF 5 REVISION DATE MEDIAN AND REFUGE ISLAND APPLICATIONS 105 502 502 07/15 7/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.07 07/16 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 2Q3.08 203.09 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS �l� DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D2150D86 NOTES: I. ALL DIMENSION CALLOUTS ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE SPECIFIED. 2. DRIVEWAY PAVEMENT SECTION WITHIN RIGHT—OF—WAY SHALL MATCH AVON STREET TYPICAL ON SHEET 2A 9 VDOT 103.05 (L = 8') —L— STA. 15 + 74.70 24.00' LT BOC = 474.35' INV. OUT (402) 468.00' >_ n z 0 Q) + co Q w BEGIN PROJECT w -L- STA. 11 +29.07 Q) Cn TIE TO EXIST. � FI: BEGIN MILL & OVERLAY TIE TO SLOPE STAKE EFXIST. .... .. .... - .......... . ... .... ...... ) . . . .. ....... . ..... C4:) 1+ N 320 07/ -3 I 41 2 VDOT 102.01 —L— STA. 17+21.57 2 8.5 2' LT INV. = 467.001 VG10'TRANSITION FROM O�T7CG-16 TO VDOT CG-7 200'TAPER C t R, 01, ................. ............. ........................... ... . .............. . Vv, IJr, . .. . . ...... . ...... 7 . . ... . ........... AVON STREET EXTENSION I .................... .................... ........... . . ..... 15" RCP -IV 148 LF .. ... . . ...... ..... ... . ­ ­­ ...... .... .... VDOT 102.01 15" FES TYPE 1 (TYP.) Z? —CLASS Al RIPRAP VDOT 113.01 6'x 6'x 18" - RELOCATE POLE 275'TRANSITION TAPER RELOCATED DITCH N PROPOSED, RIGHT-OF-WAY DEDICATION', 0� EXIST. (0 TIE TO -RETAIN PIPE I TIE TO EXIST. XLTH Signed by: I A. D, L _r Lic. No. 052736 4 0 NAL 4:4 10/17/2018 Ramey Kemp & Associates Glen Allen, Virginia Roadwav Engineer E SDL (RIGHT TURN FROM DRIVEWAY)=555- JLDE ...... . ...... . ...... ... .. ..... . .. REVISED STATE ROUTE VA. 1742 STATE PROJECT 17234 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT Curve _L - PI = 19+33.64 DELTA = r5O'57D50(RT) D = r 06'450 T = 80.69' L = 161.37' R = 5.".W PC = 18 +52.94 PT = 20+14.32 D.S. = 50 MPH I SHEET I R-4 I DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D2150D86 Q. iA W Z 0 Q C/) STA. 11+29.07 +/- w w U) Ln M e N TIE TO STA. 12+73.31 +/- D EXIST. R STA. 13+90.47 +/- (TIP. ) PAVEMENT MARKING LEGEND AO TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, 4" WIDTH © TYPE B, CLASS VI, YELLOW PAVEMENT LINE MARKING, 4" WIDTH © TYPE B, CLASS VI, DOUBLE YELLOW PAVEMENT LINE MARKING, 4" WIDTH �D TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING (2' LINE, 4' SPACE) 4" WIDTH �E TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING (10' LINE, 30' SPACE) 4" WIDTH �F TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, 6" WIDTH © TYPE B, CLASS VI, YELLOW PAVEMENT LINE MARKING, 6" WIDTH �H TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, 6' WIDTH JO TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, 8" WIDTH �K TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, (2' LINE, 4' SPACE) 8" WIDTH © TYPE B, CLASS VI, WHTE PAVEMENT LINE MARKING (10' LINE, 30' SPACE) 8" WIDTH © TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, 24" WIDTH �N TYPE B, CLASS VI, YELLOW PAVMENT LINE MARKING 24" WIDTH ® PAVEMENT MESSAGE MARKING "ONLY" PAVEMENT MESSAGE MARKING ARROW SINGLE SO PAVEMENT MESSAGE MARKING "LANE REDUCTION ARROW" T TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, 4" WIDTH CONTRAST TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING, 4" WIDTH CONTRAST TYPE B, CLASS VI, WHTE PAVEMENT LINE MARKING, 4" WIDTH CONTRAST ® PAVEMENT MESSAGE MARKING ELONGATED ARROW SIGN, CONTRAST O TYPE B, CLASS VI, WHITE PAVEMENT LINE MARKING 8" WIDTH NOTE: THE CHEVRON MARKING SPACINGS SHOWN ON THE PLANS ARE TYPICAL. CHEVRON MARKING SPACINGS SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE ROAD AND BRIDGE STANDARDS / TIE TOJ EXIST. 0I `f I ' t......^�i ^^ Q co i CALIBER COLLISION PROTO 186 18,635 S.F. FFE: 475.0 STA. 14+90.47 +/- (TYP. ) 9 916 STA. STA. 17+09.76 +/- A D z N TIE TO EXIST. N DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT N to N NOTES: 1. ALL PAVEMENT MARKINGS SHALL FOLLOW THE MUTCD AND VDOT STANDARDS AND SPECIFICATIONS. 2. REMOVE ALL CONFLICTING EXISTING PAVEMENT MARKINGS AND SIGNS WITHIN THE CONSTRUCTION AREA. 3.REFER TO VDOT AND MUTCD GUIDELINES FOR SIGNAGE. DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D2150D86 $DGN$ $DGNLEV $REF00/ $REF002 $REF003 $REF004 $REF005 $LEV00/ $LEV002 $LEV003 $LEV004 $LEV005 $RFF006 $LEV006 TEMPORARY TRAFFIk".."."O R r _. .gip GENERAL NOTES x __ OR SHALL PLAN ACCORDANCE WITH THE FOLLOWING SEOUENCE OF CONSTRUCTION, (SOC). ImAll s. F s„3 h a F , � 4.ANY CONTRACT ITEMS NOT SPECIFICALLY NOTED IN TEH SOC AS APPROVED BY THE ENGINEER. , t 8.LANES MAY BE CLOSED AS FOLLOWS.- :__ LANES 0'' AND 600PM TO 50OAM ® SURFACE PAVEMENT AND FINAL PAVEMENT MARKINGS SHALL ONLY BE PLACED AFTER ALL OTHER WORK HAS BEEN COMPLETED. 13.MEASURES SHALL BE TAKEN TO ENSURE - -CONSTRUCTION _ TRAFFIC CONTROL DEVICES, SIGNS, CONSTRUCTION - WILL NOT BE ALLOWED TO INTERFERE WITH SIGHT DISTANCES. OUIPMENTMATERIAL STORAGE OR ANY OTHER OBSTACLE 15.ALL TRAFFIC CONTROL DEVICES AND SIGNS NECESSARY FOR THE MAINTENANCE OF TRAFFIC ARE TO BE INSTALLEDIWAINTAINED D REMOVED BY THE CONTRACTOR. 16.ALL TRAFFIC CONTROL DEVICESHALL THE ENGINEER PRIOR TO INSTALLATION. RISC miii THE INTENT IS TO CONSTRUCT THE 144PROVEMENTS USING LANE CLOSURES AND TEMPORARY G TO CONSTRUCT THE IMPROVEMENTS AS DETAILED BELOW.THE EXISTING TRAFFIC PATTERNS MUST BE RESTORE AT THE END OF EACH WORK. _ STEP J. USING FIGURE TTC-23.1,UNDER FLAGGERCONTROL ALL OUT SOUTHBOUND LANE AS SHOWN ON THE PLANS. PHASE USING FIGURE TTC-23.1,UNDER FLAGGER CONTROL,PLACE FINAL SURFACE COURSE AND FINAL PAVEMENT MARKINGS. OVA ALL TRAFFIC CONTROL SIGNS AND DEVICES AND OPEN THE ROAD TO TRAFFIC. , WITA- r w , DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D2150D86 $DGN$ $DGNLEV $REF001 $LEV001 $REF002 $LEV002 $REFOOJ $LEV003 $REF004 $LEV004 $REF005 $LEV005 $REF006 $LEV006 Page 6H-52 Typical Traffic Control Lane Closure on a Two -Lane Roadivay, Using Flaggers (Figure TTC-23.1) Mil's April 2015 Guidance: 1. Signspacing distance should he 35W- 500' where the posted speed liant is 45 mph or less, and 500400' ii,here the posted speed litnit is greater than 45 mph, ' 2. Care should be exercised ivhen establishing the Innits of the work zone to insure inaxiinuni possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, inotorists should have a clear line of sightvin the graphic flagger Xwnbol sign to the flagger. Oytion: 3. Where Riaht-of-Way or acoinetric conditions prevent the use of 48" x 48" sins, 36" x 36" signs maybe used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). S. All naggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). OR, 6. Cone, spacing shall be 7. A shadow vehicle with at least one high intensity amber rotating, A"*11 .1m, oscillating light shall be parked 80'-120'in advance of the first work crew. Option: 8, A supvlemental fla gger may be reartired in this area. to give advance warning of the operation abead by slowing approaching traffic prior to reaching the flagger station or queued traffic. Guidance: 9. _Tf the queue of trafflc reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and AM", po! 'XiET1111"B01 should be readjusted at greaten- distances. 10. Wien a highwqy-rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting fi-om the lane closure inight extend through the highwa * y-rail grade crossing, the teinpora?), traffic control zone should be extended so that the transition area precedes the highwqy-rail crossing (,see Figure TTC-56,for additional inforination on highwqy-rail crossing5). Standard: 11. At night, flagger stations shall be illuminated, except in emergencies (see Section 6E.08). oytion: 12. Cones may be eliminated when using a pilot vehicle operation or when the total roadway width is 20 feet or less. 13. For low -volume situations with short work- zones on straight roadways where the flagger is visible to road users approaching fi-oin both directions, a single flagger, Positioned to be visible to road users approaching &oni both directions, iiiay be used (see Chapter 6E). Stindli 14. When , the ent tempor easuile A4" Posted PTRS 1� 1: Revision 1— 4/1/2015 eed enter to Center 36— 55 n 8 Feet April 2015 Lane Closure on a TwoLaneRoadway Using Flaggers (Figure TTC-23.1) NCI I VX3 �]100'VI3 9r 'PC)RTAF,1 F 7`WPORARY i�UMBLF STRIPS 3 ' EE NOTE 14 (OPTIONi'M 1: Revision 1— 4fl,12015 ag G20-2 (VI) z6i"'J SHADOW VEHICLE REQUIRED SEE NOTE 4 50! - 100, — FLAGGER STATION SEE NOTE 2 Page 6H-53 A &I AMA in Page 6H-1 12 Typical Traffic Control Signing for Project Limits (Figure TTC-53.0) so-Tyis It AAKK August 2011 Support-. 1. This layout depicts signing requirements for notifying motorist when they are entering and exiting a potential coustruction/niaintenance area with a duration equal to or greater than 60 days. Standard: 2. The ROAD WORK AHEAD (W20-1) sign or the ROAD WORK NEXT XXMILES(G20-1. (NT)) sign shall be placed far enough in advance of the project limits so that other warning signs in a series may be adequately placed prior to the condition they are warning about. 3. The ROAD WORK NEXT XX MILES sign shall be used for projects with activity areas greater than 2 miles in length, or when multiple work activities (such as pavement patching, guardrail installations, shoulder restoration, etc.) occur along a highway. 4. The distance displayed on the ROAD WORK NEXT XX MILES sign shall be stated to the nearest whole mile from the point of installation to the END ROAD WORK (G20-2 (V)) sign. 5. On divided highways having a median wider than 8', right and. left sign assemblies shall be required. Guidance: & For projects with activity areas 2 7niles or less in length, the ROAD WORK AHEAD sign should be the first sign motorist encounter. 7. Sign spacing should be 130W-1500'jor Limited Access highiva ' vs. For all other roadivq1,s, the sign ,spacing should be 50W-800' where the posted speed lindt is greater than 45 inph, and 350L500where the posted speed limit is 45 inph or less. 8. All connections ivithin the project Innity should be identified ivith signs indicating to motorist they are entering or exiting a potential consirtietion/inaintenance area. August 2011 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT Signing for Project Limits (Figure TTC-53.0) Page 611-113 E NOTES 2 & 7 —OR (SEE NOTE 2) 1 G20-1 (V) SEE NOTES 3&4 Ilk $DGNLEV DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D2150D86 PROJECT MANAGER — — — — SURVEYED BY — — — — — — — — — — — — — — — — — — — — — — — — — — — — — CR'0 S S S E C T I ut" I" N'S REVISED FEDERAL AID _ - - — _. 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STATE _- --SHEET PROJECT ROUTE PROJECT N DESIGN SUPERVISED BY -----_---_ DESIGNED BY - -- - - - - - - - - - - - - - - - - - SCALE 9 IN. = 10 FT .77 - - - . -. , - .. . . . .. - . vAo 1 1 .� ------------- - — — — — — : — ,— :.. ------,--.----------- ---, ------------ — — — — — - -,-;- - - — - .. . -: -, -,--- .... — -- — „ - — �� — — — �:� — - :: , , - „ — — �. ... . - . —. ,. —- — — . - . — — — — — ,, , .. — _. — — — : - TV 7 — ------------ --------------- -.- — : d — -.--_, .... ... —.— - — �'� — , „ . JA a, ------------ 77 ,, m„ m — , 0 —, „ sv- 70: „ „ , ,, ,— ---------------- -- —tl —m -- -- — —: : --„ -- — .:::— ., ., ; -- -:— - ;--,, ----- — -- AAA ------------------- — ------ - ,- -------- - ------ --- - 5570777 — ------- - : :::-— „ ------ — — —„ „— ——, : —��,— ----------- ---- -- - -- - -- ------ —-- , ,._ _: — — — — .:,,., : -;- : :---:- ::: - :-: —, PLAN NOo PROJECT FIL E N SH T N EE 0, - — ,- $DGNLEV DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D2150D86 PROJECT MANAGER _______________ REVISED FEDERAL AID STATE SURVEYED BY CROSS S STATE PROJECT ROUTE PROJECT -- SHEET N DESIGN SUPERVISED BY ____________ - DESIGNED BY SCALE I IN. = 10 FT A. 172 34 -1, ------------- .. : -- - -- -� 5= 0 - - -, --- - - d�.�. -: ----- - -, --, -- - -- - -- : : - : , . : : ----- - - - - -- - - - - - - :::: - y. : - - .� :., _ . ------------------ -------------- r � __•_•_*_,_: _: __ __:__ - - __ - : - -,-,-_____•__•_______:_:_�_•_ -p�p��¶. �s,/_y _-----•_,--•__. _r _. _: _r _, __,-:-. r -r-. - _._:_r_. _r_r_ r_r .__r _.__,__,__,__•_ ____ ___ _ _ _-_-_-_-_- _ _ - __ ___ ,_}_:_ f_: _ __ ,__,_.___: ___ ,- 0 0 - - - - - - - - ® T ®__ _ _ _ ____ __ __ ____ _ _ _ _ _ _ _ _ __ _ - ___ _ __ _ _ _ _ _ _ 7 0 1 7 - - - .- . . . . . . . . ; I - . - - I - - I - - I - - - - I - I , . - I - . - . - + - - - . - - . - - . - - . - - I - - . - I - . - . - . 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' -- - --' ' -' -' -' -- '- - :- - --- - ------------ - - - - - - -d- - - . .... .... ......... - _ - : - -, --, - --- - - - -;.13 : ::: -, : ,, : ,, : : :: :. : : :: :: : :: : : PLAN 0 --- N - P .. -- - ROJECT S HE ET NO :.. $DGNLEV DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D2150D86 PROJECT MANAGER SURVEYED BY - - - - - - - - - - - - - - - CROSS SECTIONS mommimEmmam REVISED STATE FEDERAL AID STATE SHEET N PROJECT ROUTE PROJECT DESIGN SUPERVISED BY ----------- DESIGNED BY ------------------_ SCALE I IN. = 10 FT --- ------------ ------- - - - - ------- -- - --- - . --- --- ---- ---- ---=-=---- - - -- -- - -- VA /- ®%: - �' �� : . - : _, : : : ,_ _,: : ; : ------ ------------ - - -. : . ,- -------------- -Wu V - �: • : . - ���� - - . -- ram- _ -,-,-,-, - - - - -- - - -:. , ' -:_; --, ;- - -; , - - -' --.-:--.--, -'- = 4J d. : := ; __ __ _ __ __ __ __ r; - , - - = - -; . . ,- - , ® ,, ti' P. -, -, -: - - - -,- - -. : : : : : . , , . -�44 ® : o,�, �, ,. - - ®®� �: : :. -- - - - - -- _.. . 0•,;,,,. �,,,,.,. ------------ �.,,..,,. --------- ------ -- 5,.,,. :----------------- -- --. .- :.:.: 0..,,,,, -, : �,,;,.,, : 0,,,,,,,.,,,,,.,0,,,,..,, — 1 _ _, _,__, „ . _: - _. _ : _ ._ _ . - _ _: ,_ �0:;,,,.: - : : _. : _ 5: ;;;,; 0,:::=;=,,35,::,;;;= 0 ,;::: : : ;;,:::, ::;:;;51 1 �- PL N A NOo 0 SHEET NO DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D215OD86 ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL PLANS GENERAL NOTES 1. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. All erosion and sediment control measures will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. 4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. 5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. 6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. 7. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 8. During dewatering operations, water will be pumped into an approved filtering device. 9. The contractor shall inspect all erosion control measures periodically and after each runoffproducing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. 10. All fill material to be taken from an approved, designated borrow area. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert materials only, free of roots, stumps, wood, rubbish, and other debris. 12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning Ordinance section 5.1.28. 13. All inert materials shall be transported in compliance with section 13-301 of the Code of Albemarle. 14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to the hours of 7:00am to 9:00pm. 15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral support, or order to minimize any hazard to persons, physical damage to adjacent land and improvements, and damage to any public street because o slides, sinking, or collapse. 16. The developer shall reserve the right to install, maintain, remove or convert to permanent stormwater management facilities where applicable all erosion control measures required by this plan regardless of the sale of any lot, unit, building or other portion of the property. 17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75 lbs/acre, and in the months of September to February to consist a 50/50 mix of Annual Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May through August to consist of German Millet. Straw mulch is to be applied at 80lbs/I00sf. Alternatives are subject to approved by the County erosion control inspector. 18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch. Agricultural grade limestone shall be applied at 90lbs/1000sf, incorporated into the top 4-6 inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be applied at 80lbs/IOOsf. Alternatives are subject to approved by the County erosion control inspector. 19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned when 50% of the wet storage volume is filled with sediment. All seeded areas are to be reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes which are collecting sediment to half their height must be cleaned and repaired immediately. 20. All temporary erosion and sediment control measures are to be removed within 30 days of final site stabilization, when measures are no longer needed, subject to approval by the County erosion control inspector. 2016 ROAD & BRIDGE STANDARDS DETAIL '1 k OF TEXTILE € Al RIC SECTION A -A SECTION 0- TYPE OF OUTLET PROTECTION MATERIAL MA.kOMUM CUTLET VELOCITY (FOR DESIGN STORM) MINIMUM "11° (INCHES) CLASS Al CLASS AI DRY RIPRAP B fps 13 CLASS S CLASS 1 DRY R3PRAP 14 f.;r3a'4 CLASS 9 CLASS 1 DRY R,PRA- 19 fpa 36 DETAIL 2 DE k SECTION A -A EC-1 NOTES: 1. FOR MULTIPLE LINE 1P757"ALLAraph§S, D14iENS10€J S 1, TO GOVERN THE PROTECTION OUTSIDE:THE CHANNEL WIDTH (W). 2. ON ANY INSTALLATION REQUIRING CULVERT CUTLET PROTECTION WHERE NO ENDWALL OR ENOSECTION IS SPECIFIED ON THE PLAIDS, CONSTRUCT.ON M TO BE IN ACCORDANCE WITH DETAIL 2 SHOWN ABOVE. 3, GEOTEXTILE FABRIC TO BE INSTALLED UNDER CLASS AI,T, AND T. MATERIALS IN ACCORDANCE WITH THE SPECIFICATONS, 4. 5 - DAM TER OF CIRCULAR CULVERT OR SPAN FOR BOX, ELLIPTICAL OR ARCH CULVERT. H GIIt�METER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX, ELLIPTICAL OR ARCH CULVERT. I USE TYPICAL SECTION SHOWN ON PLANS FOR SLOE SLOPE, BUT TOM WIDTH AND OEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND, OUTLET PROTECTION MINUMUM LENGTH (L) TYPE A INSTALLATION 3H TYPE B INSTALLATION 5HI SPEOff` CATION '! �- REFERENCE CULVERT OUTLET PROTECTION L 2Q4 ROAQ AND BRIDGE STANDARDS 245 303 REV15103! RATEEIEET 3 OF 3 VIRGINIA DEPART@BENT OF TRANSPORTATION 4.14113.01 LU I IA DI U C< 0ML/'JG :] I 2.016 ROAD & BRIDGE STANDARDS EC-4 TYPICAL. DETAIL FOR ROCK CHECK DAM TYPE I , ,. SUGGESTED ROCK CHECK TRAM .SPACING LL I EES)VAREES) GROUND LINE L 7r� to FOUNDATION--- !--_ HEIGHT HD OF CREST kS TO BE S'a IF CHANNEL. OR 5WA?.E I-)-- A IS DEEP ENOUG11 OR AH DESIGNATED BY DESIGNER, FRONT ELEVATION L - H/S WHERE: DRY MPRAP CLASS.2 H HEIGHT OF DAM CREST IN FEET 5 CHANNEL SLOPE. IN FT/FT L CHECK CAM SPACING 1N FEET; THE DISTANCE SUCH ��,�'- -TOP OF BANK THAT POINTS A AND 0 ARE OF EQUAL ELEVATION FLOW 'L2'S„.- ., ♦ 1T "S'c+ CHECK DAM SPACING L TO RE DETERMINED FROMI THE EQUATIOII. 10IN STEEP SLOPE AREAS THE CHECK DAM 5PACNG 15 NOT TO -y•„T-�-J,^�'L C� BE LESS THAN 25'. f FLOW LINE— - SECTION A -A TYPICAL DETAIL FOR ROCK CHECK DAM TYPE It 12"457 51'GNE A GROI.W LINE NOTES: 1. ROCK CIECK DAMS THAT ARE DESIGNATED ON THE PLANS {..,, , owl ' 0_ AS A 5TORM'NATER MANAGEMENT (SWM) ITEM AR' 'TO HE LEFT 7-FLOW--PLOY( FOREtdENT .',{� E+' IN PLACE A5 A PERMANENT INSTALLATION. FOREBAY '�y Z^-r -e>- .� -12„ FOUNDATION 2. 'WHERE DRAINAGE AREAS EXCEED T ACRE OR DITCH GRADE c! '. 4 18"Mftii.D EXCEEDS 35:, A TEMPORARY SEDONS FORE"t?AYI SHALL,2-BE INSTALLED tWaT}i MIFLMIJIM DIMIENSIONS OF 12" DEPTN, 2' WIDTH AND G' LENOTH.- SEDIMENT FOREBAY E ON ADJACENT i 3. IF CHECK CAMS IS LOCATED INSIDE CL AR t.� AND ADdA.. NT '� Z.7 E #1 COARSE AOrar"tEOATE �-----� Tt,7 A TRAVELWfAY, SLOPE f"ACIE10 ON COMING TRAFFIC 15 TO BE L A 611 AND MAXIMUM H kS TD BE 12". 4. ALTERNATIVE MATERIALS ON VOGT'S SPEL LIST MAY BE SUBSTITUTED AT NO ADDITIONAL COST TO THE.DEPARTMENT. 5. SEE STANDARD EC-5 FOR DETAILS FOR ROCK CHECK DAMS IN ROADSIDE DITGHEs 6. SECTION A -A FRONT ELEVATION CHECK DAM SHALL NOT BE USED FOR LOCATIONS IN LIVE S IitDA3d. XVDOT SPECIFICATION ROCK CHECK TAMS TYPE Ili II CIFA REIFIEACE ROAD AND BRIDGE STAtdDARDS SHEET I of I REYi5 GN DATE 907 a VIRGINIA DEPARTMENT OF TRANSPORTATION 303 ,13"9G 20,16 ROAD & BRIDGE STANDARDS EC-3 DETAIL 1 SECTION A -A 2016 ROAD & BRIDGE STANDARDS DETAIL 2 SECTION A -A NOTES: I. FOR vuLTPLE LVX INSTALLATIONS, DIMENSION S IS TO GOVERN THE PROTECTION OUTSIDE THE CHANNEL ''WIDTH IWI. 2. ON .VIY INSTALLATION REQUIRING CULVERT OUTLET PROTECTION WHERE NO ENDWALL OR END' ECTION IS SPECIFIED ON THE PLANS, CONSTRUCTION IS TO DE N ACCORDANCE WITH DETAIL, 2 SHOWN ABOVE. 3. EC-3 TYPE 3 SHALL BE USED FOR CULVERT OUTLET PROTECTION 'WHERE THE OUTLET VELOCITY IS 6 FPS. OR LESS FOR THE DESIGN STORM AND THE TOTAL HYDRAULIC OPENING IS LESS THAN 7 SQUARE FEET. IF THE TOTAL HYDRACLIC OPEMNC IS 7 SQUARE FEET OR GREATER, OR THE DESIGN STORM OUTLET VELOCITY ISS GREATER THAN 6 FPS USE STANDARD EC-1, 4. S DIAMETER OF CIRCULAR CULVERT OR SPAN FOR BOX; ELLIPTICAL OR ARCH CULVERT. H DIAMETER OF CIRCULAR CULVERT OR RISE/HEIGHT FOR BOX. ELLIPTICAL OR ARCH CULVERT. A USE TYPICAL SECTION SHOWN ON PLANS FOR SIDE SLOPE, BOTTOM W[)TH AND DEPTH OF CHANNEL OR MATCH EXISTING DITCH OR NATURAL GROUND. A COPY OF THE ORIC,INAL SEALED AND SIGNED DRAWNG IS ON FILE IN THE CENTRAL OFFICE, 1VDOT ROLLED EROSION CONTROL PRODUCT 'REFERS ROAD AND BRIDGE STANDARDS SOIL STABILIZATION MAT (CULVERT OUTLET PROTECTION INSTALLATION) VIRGINIA DEPARTMENT CF TRANSPORTATION E 204 34j 4QQ SHEET 'L CF 3 REVISION DATE 07115 W.04 2016 ROAD & BRIDGE STANDARDS LU 10 t,UHU & bNIU TYPICAL DETAIL FOR TEMPORARY SILT FENCE/CHECK DAM AT TOE OF FILL - - 1----- NOTE: TOE CF fILlCHECK DAM tS TO BE CONSTRUCTED IN ACCORDANCE WITH THE ROAD tVNri BRIDGE SPECIFICATIONS, AND -- - rk STANDARD EC-4. EC.S TYPICAL (RETAIL FOR TEMPORARY SILT FENCE/CHECK DAM AT CULVERT Pr FLOW I I TOE OF FILL "'CHECK .A - Ll or n FLOW - �- - �-- FLOW U � CHECK LAM CHECK OA.M TEMPORARY F. w SILT FENCE TYPE A OR B SHEET FLOW NOTE: i � CHECK DAM CHECK DAM IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE ROAD AND RUCE SPECIFICATIONS, ANO STANDARD EC-4. SECTION I NOTES FOR SILT FENCE TYPE A & 6'. 1. USE OF TYPE A SLT FENCE IS LIMITED TO A FILL HEIGHT OF :20 FEET OR LE55. TYPE B SILT FENCE MUST BE USED WHERE THE: FILL HEIGHT EXCEEDS 20 FEET. 2. ALL POSTS SHALL BE DRIVEN 24" MIN. INTO THE GROUND AND SHALL EXTEND 6" ABOVE THE FILTER FABRIC RTYPE A) OR WIRE FENCE (TYPE B).. WOODEN POSTS SHALL BE OAK AND HAVE NOMINAL DIMENSIONS OF 2' BY 2'. STEEL POSTS SHALL HAVE A M94LVUH WEIGHT OF 125 POUNDS PER LINEAR FOOT, 3. GEOTEXTILE FABRIC 51VLL BE EMBEGUED 12" INTO THE GROUND (6' VERTICALLY AND 0" HORIZONTALLY ALONG THE BOTTOM OF TRENCH) AS SHOWN ID DETAILS Aub i B(2) ON SHEETS 2 AND 3- 4. SLICING IS AN APPROVED ALTERNATIVE TO TRENCHING FOR ANCHORING THE GEOTEXTILE FABRIC 1I TO THE GROUND SHOWN IN DETAILS Al2) & E(2) ON SHEETS 2 AND 3. SLICING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH SECTION 3D3 OF THE ROAD NIJI) BRIDGE SPECIFICATIONS. S. WHEN TWO SEPARATE SECTIONS OF GEOTEXTLE FABRIC A0,;UI1 EACH OTHER,THEY SHALL OVERLAP BY 6" AND BE DOUBLE FOLDED. 6. GEOTEXTILE FABRIC SHALL BE FASTENED SECURELY TO THE POSTS (TYPE A & 6)AND WIRE FENCE (TYPE U ONLY),THE ATTACHMENTS TO THE WIRE FENCE SHALL BE MADE WITH TIES SPACED EVERY 24" HGRIZONTALLY AT BOTH THE TCP AND VERTICAL MIUPDINT OF THE GEOTEXTILE FABRIC. 7, WIRE FE4E.E (TYPE B ONLY) SHALL BE FASTENED SECURELY TO THE FENCE POSTS WITH WIRE TIPS AND EMBEDDED A MNFMU)M OF 2" IN THE GROUND. 6, WERE FENCE (TYPE B ONLY) SHALL BE A M{INNIIA1 OF 14 GAUGE WELDED WIRE WITH A MESH SPACING OF 2" BY 4". ALTERNATIVE MESH SPACING MAY BE APPROVED BY THE ENGINEER, BUT MUST DE NO MORE THAN 6" BY 6". 9, FOR AREAS REQUIRING TYPE B SILT FENCE, A MINIMUM LENGTH OF 100 LINEAR FEET SHALL BE INSTALLED. 10. AS AN ALTERNATIVE TO UTIJZING TYPE B SILT FENCE, TWO ROWS OF TYPE A SILT FENCE MAY BE PLACED PARALLEL TO EACH OTHER WITH 3'TO 5'BETWlEEN THE TWO ROWS. THIS OPTION MAY BE USED AT ALL LOCATIONS SPECIFYING TYPE B SILF FENCE UNLESS OTHERWISE PROHIBITED BY THE PLANS. SEE C£TA.L ON SHEET 3 (BOTTOM RIGHT). 11. MATERIALS FOR ALL SILT FENCE SHALL CONFORM TO THE REQUI.EMENTS OF SECTION 242 OF THE VOOT ROAD 3 BRIDGE SPECIFICATIONS. SPECIFICATIONS A COPY OF THE ORIGINAL SEALED CA7ND SIGNED DRAWING13 ON FILE INTHECENTRAL OFFICE. VDD-I"' REFER"Et10E TEMPORARY 1Y JILT BARRIERS ROAD AND RBRIDGE STANDARDS 242 SILT FENCE (TYPE A & B) AND BRUSH BARRIER REVISION DATE I SHEET I OF 4 245 303 VIRGINIA DEPARTMENT OF TRANSPORTATVJN Of/17 113.97 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS INLET PROTECTION INLET PROTECTION (TYPE A) (TYPE B) SEE NOTE 2 SEE NOTE I SEE CURB II -ET .a/�.x....._ NOTE 1 - - ' F t• �4� Yy+ Y ' TEMPORARY a W7 ' .5 EMPGRAR--^-�."-- .'r BARRIER FILTER _ r �r �� r�y; � �•Q ADJACENT TO CONCRETE SEE STANDARD EC-5r, '�✓ FOR TEMPORARY FILTER )/u" X are" MESH CONCRETE BLOCK "� S r GRAVEL F TER 4� CHECK DAM &VARIER IN..TALLATION 11AR€]WfARE CLOTH Tea COARSE AGGREGATE REQUIREMENTS TYPICAL. TREATMENT FOR TYPICAL TREATMENT RUNQfF DROP INLET WITH CONCRETE FOR DROP INLET ,WATER WITH OVERFLOW GUTTER WITHOUT CONCRETE GUTTER SEDIMENT FILTERED WATER SEE g it liI Ed , _ „«�� NOTE 1 " - SEDIMEt1T -.�� :�g"'i. #3 COARSE Ijl! 41-. ii�lP X is cK .. iCYif73t 5"rk`" AGGREGATE a „ X 3r .' < _- HARDWAJR. CLOTH � � CURB INLET SECTION A -A 2" X 4" WOOD STUD CONCRETE ADJACENT 'TO KEEP FRONT BLOCKS IN PLACE) GUTTER (TYPICAL.) *IF CHECK DAM IS LOCATED INSIDE CLEAR ZONE AND ADJACENT CONCRETE-- F11TER TEMPORARY G6 TRAVELWAY, SLOPE UMYH IS TO BE FACING 11' •ON COMING TRAFFIC IS TO BE FARRER SECTION VIEW CONCRETE C +�9.7L/r'I-I/��p GUTTER &Ef,1.IC[......-f..TL..A...Pa..1�1J".1..1`aCd.7 DITCH FLOW TNiS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB 2 tFIT-. _ IN ETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY I lox *� 2 TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. 3 COARSE I.... �. O FRE AGGREGATE Oi.EBAr,Y NOTES SECTION B-B 1. POSTS AND TOP RAIL SH{ALL BE A NOMINAL 2%a" X 2)/z, OR A 3" CIA NO.2 SOUTItERN FINE, A NJM&NAL 2" X 2" OAK OR 3TEEL HAVING A MIN, WEIGHT OF 1,25 L©S, PER NOTE- LINEAR FOOT AND A MIN, LENGTH OF 5' FOR TEMPORARY SILT FENCES. CEOTEXTILE PRODUCTS DE'SICNED TO BE INSERTED INTO GRATED DROP INLETS OR DESIGNED T d H FSLOT IN ' THAT HAVE 2. END OF FILTER BARRIER TO BE EMBEDDED INTO QESG B O COVER f L SLOTS 0DROP LafS, HA k BEEN AGGREGATE. APPROVED gFOR USE ON VUOT PROJECTS ADD ARE FOUND ON VDOT'S SPEC LIST, MAY BE SUBSTITUTED FOR THE DROP INLET PROTECTION DEVICES DETAILED HEREON. 3. IF A DROP IN! ET IS LOCATED N A SAG LY THE DITCH GRADE, A CHECK DAM IS REQU RED FOR EACH SIDE OF THE INLET THAT RECEIVES DITCH FLOW, 4, WHERE DRAINACE AREAS EXCEED ONE ACRE OR DITCH GRADE EXCEEDS 3X. A 'TEMPORARY SEDNMENT FOREBAY SHAL"I" BE INSTALLED WITH MINIMUM DIMENSIONS OF 12" DEPTH, 2"NIDTH AND & LENGTH. SPECIFEREe10E EICATIOC! REINLET PROTECTION \V00T 107 TYPE A AND B) ROAD AND BRIDGE STANDARDS 242 REVISION DATE SHEET 1 OF 2 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 11109 2016 ROAD & BRIDGE STANDARDS EC-5 td Lf I 1°.i ) GEOTEXTILE FABRIC r3 4•-6" MII. SHEET FLOW_ I G.• MIN, WOODEN FENCE POST/ SECTION VIEW LU 10 rIt E.-;.0 6 sSKIL)L SILT FENCE TYPE A SEE SHEET TFOR N:3TES •CROIND SURFACE ,_ .. W MAX. PROFILE VIEW FILL TRENCH TO ,. ANCHOR BOTTOM f GEOTEXTILE FABRIC or FABRIC,CCOMPACT r COMPACT THaROIIGHLY :3'lLAtilitil) �• }?lN DETAIL A(t) AT RIGHT EMBED CEDTE:'{TILE -COMPACTED EARTH FABRIC IN TRFWH A OF 6' HORIZONTALLY AAdD 6" MAN. E" VERTICALLY. (SEE NOTES 3 AND 4) DETAIL A(€) [RETAIL A(2) XVI)OT A COPY OF THE ORIGINAL SEALED AND SIGNED DRA'W1N0 IS ON FILE IN THE CENTRAL OFFICE. SPECIFICATION 'ROAD AND BRIDGE STANDARDS TEMPORARY SILT BARRIERS REFERENCE SHEET 2 OF 4 REVISr,9 DATE SILT FENCE (TYPE A & B) AND BRUSH BARRIER z4s 1)3AlA 01/17 VIRCINIA DEPARTMENT OF TRANSPORTATION 303 ?0'16 ROAD & HRIDGF STMM APnLl 2016 ROAD & BRIDGE STANDARDS MINIMUM REQUIREMENTS FOR STABILIZED CONSTRUCTION ENTRANCE I WASH RAE ff',PTI4NAL EXISTING PAVEMENT . Ie I COARSE AGGREGATE-. +I• 6 MINIMUM DEPTH Al COARSE AGGREGATE, WITH 1,01'MUIM IG CLOSEST TO ROADWAY rAPFED WITH 4" MINIMUM DEPTH #SB OR #08 ACCREOATE, AS DIRECTED BY THE ENGINEER. 6"-10" MIN. T 41 COARSE AGGREGATE - I EXISTING PAVEMENT EXi�TUIG &RC; U?JD "-CEOTEXTILE SUBGRADE ( STABILIZATION FABRIC PROFILE 1 SURFACE WATER SHALL BE PIPED SIN➢ER THE CONSTRUCTION ENTRANCE. IF PIPING IS IMPRACTICAL 5 NOUN TABLE BERM WITH 511 SLOPES WILL BE PERMITTED, RMITTED, 2-THE EN- PRANCE SHALL BE }MAI NTA.INED IN A CONDITION WHICH Vi'LL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY Till-S MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL -TONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAR UT Or ANY MEASURES USED TO TRAP SkAlil.ENT AL.. 5ED1htcNTT SPILLED €)POPPED, WASHED OR TRACKED UN -TO PS Bi'C RIGHT 7F WAY SH ALL, BE REMOVED IMMEDIATELY. 3 WHEE S SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RICH"T OF WrAY. WHEN WAS:HNG IS REQUIRED, IT SHADHE DONE OLD AN AREA STABIL€ZEQ WITH STORE AND WHICH ORNNS INTO AN APPROVED SEDMMENT TRAPPING D-VICE, A.PERIcpic INSPECTION AND NEEDED MANrENANCE SHALL BE PROVIDED AFTER HEAVY USE AND EACH RA,„',. tKt STABILIZED CONSTRUCTION ENTRANCE 107 303 VIRUNIA DEPARTMENT' OF TRANSPORTATrON 2016 ROAD & BRIDGE STANDARDS EC-11 ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF I t13.15 ti DocuSign Envelope ID: 16FCDF86-35F3-4252-8528-7516D2150D86 N#TES.- /. m ,s 3 �s w yg� E I 1 i` a CLASS Al RIPRAP i VDOT =113.01 6'x6'x18" VDOT 113.15 STABILIZED G CONSTRUCTION w. LEGEND SITE DATA PARKING TABLE Property Line - _ Office Space 2175 S.F. Provided Public Parkin, 33 Face o1 Curb Shop Floor 16,460 S.F. . raided Employee Parking 23 Bark of Curb Total Building 18.635 SS, —— provided Vrt Ic le Storage Spaces 25 Curb Gutter Parcae Acres e 4.36 ................ ..._............ 9 Total Parking Pruv'deJ•* 56 Eosernent — — — — — Parcel u' m]DD-D - G-ta 0 U iFC Total Fork n Stara a Provide d 81 4, 9 Buildin Setback g - - - - - Property Own ei Desrny Lynchburg, LLC Rego?ed Parking-51 6' Opayue Screen Fence PC Box': 359 Keene, VA 22946 File L 4.1267We County Code Se.!'on -'"- --"""'-_ "'_' Geed Bock: 4137. PG 325 126 •sgarea one (1) 1poco Pe• eocb em a Pull 2 poe p Letcr 1 �\ ing Wall per ash SCneocr si T z3 , s Flood Zone 'X"AE" (1) woos . a 23 p y � Rural Ar80 Zoning As Shown :votes requires 14 p ys 1 (2) xvocel - 28 rI,.Y d t ,! - (TO Remain lind'stUrbfd) parking spares. Tut 1 P k y 3 Setbacks 10 Front Mn. req:.Yea 23 nmT4cyae sp.—+ • 9,; R 2R c e n irne - 51 ,arkvi 30 oat of y 50' Reor (Max adjacent to RA) spot:° wn z1} 35' Rear ('n RA) ••secuor 4.124 r vlu ere number O' S des (n He, adloCent to He) of Pv , spore: ,n ra 25' Sid-n PA) net errata m Ineo nHmb�r or kaoaces r<a_Jea Y re Man 1 1, (i Albemcr! 0) Stee (soup Slope - Pre Co Cis cried pa!_ent. s+nago opamo Proposed Building H( 23' —1— ea p, blk Porklny w a xinlcx4num rb a par.. -lot ny / Shp file) spa. ea . 51n a 1,2 2,61 spacer Mamum B�.:Idmg Ht (He) 65' �.- ._ ...I Zoning HC. Rn As Shown Uss Body Shop / \ Street F•ee, Prov Red 5 a Public %irking (� Street Trees u R=_q a.� fired' S Employee Parking 9 @ He „ carom tHrw Y u •abmre CotY S°cttin Vehicle Storage SPaces reeo() St —t Taper 50' f iY 31' W TP'iRT,BALE RYTdt sset Axtoye and () Dd ant rdero -- -- of irxtayo 9repter ' ^) 11- r :tro-at 'r ' S3 3 roe aped r 6' 'IWOC�V --•-•. Btrne+ Tantoye , () M S)� PENCE ❑ R I \8 P' WOODEN 51�4 FE4LE_ , 0.T TOP OF ' 15 W,L x / A a s:TE — so w puss\ EPSEe'(f EASdgtr —I —..._ EGQSEN 1 i 2 E I i ffJ,fiNAiEE I Sr __ -__ _ '/ �kW ne 1 I 1 Q li A' SN® DdYEYAT SUP NOTES: _ PS 311 M 4 -- 1. PP T - A REQUEST) A I.UBLI PROPOSES TO DEDICATE UPON RA 407, GG 31 ( PRU J NI 6 TO PUBLIC USE LAND NEAR MOORE'. CREEK FOR A : l'EPTI j POTENTIAL fU-LRE GREEIdWAY FRAIL. (ACTUAL TRAIL t MIT _ Y RFJ PLANNING.Pk.F rW CONSTRUCTION BY (.:HERS 2. SUBJECT PROPERTY IS EFFECTED BY THE FIXLDMNG -J Se7. `, ,im• .. .. 4I 1 II GOVUS:ffi, PENE_.. .....3TARL'BREAK NNO,IOLONE U'v ` AA -AIRPORT IMPACT OVERLAY FH FLOOJ HAZARD 1 6, THE STEEP 90PES - PRESF4VFD OVERLAY iSM:Cic_' AT !ff OF t 4' WAIL 2 ` J I : ' ' ' 3 THE ENTRANCE ,ONTO AVON STREET EXTENDED IS + ' i SUBJECT TO APPROVAL OF AN ACCESS MANAGEMENT i EXCe7TI0N BY DOT FOUDA I 4' E SPACES 82 ' I... FY)UDPIIOV THE FINAL SIM PIAN MUST MOW LONF.P.AHU' MI. CALIBER THE VDOT ROAD DESIGN MANUAL APPENDICES 8(1) AND i I CALIBER fETANNG YMLl F, AS WELI. A ANY OTHER APPLICABLE STANDARDS, II I COLLISION '! ') REGULATIONS, OR OTHER REOU REMkNTS { I I PROTO 186 1805 S.F.�FlNN;rF 30 FFE1475.01 � PROP. R.O.W. —\ 6' sBwADEE EIUS POUTff� _ - - - -_XL uAX yam_SHuNaAr K tNA,- A-'---_— q0/! \ FUtDATIIN )yAL ¢ SCH'IP,S m''GPl £K• ... — _ _ r I I y ._........ .. r------�. ..... BING X T av PAl7s0 'A' ORB E WDS DAGONA ws R oc DGJ CONCEPTUAL A LI I — - ----------- ----- _—. SITE PLAN AVON STREET EXTENDED (STATE ROUTE 742) j(OD feet FVM:c KN-c-ncy, 0.ti HPH Pns,ee Spwa —1) vIe r PLANT LIST 3YM30L PasE 9CBJiFia NAAE LbPM1iCN NMR 9� RHY�I.EM9 SPACNB TREE CPI.OPT QC T,6W • 2lA g. ALA SM 1f DF 8 t of Ym isms IOWA 2E MN GuM ASS. . 2M0 S, Rawl W M r Nr SLYN SO O.HmH R099 ' 001 f ELLS+ W AIR CNE@ AS B. • tt g. • TAST6NTA' PAC MN V M SOMI 3 f BO% BC TAXCIXM D6T1pIN $BRAVE 25 MN OLFHt. 1 An • 211 W. 'SNWFg BRAYP BPID 1A.D Ctl$� Rft p' Hr 9A t4 9 Gfi 74� ETA NT. RLL I W a SS. V .AS St. 6 MPTVOGNM � AS T W M. WT8 • 190 5=. I S 39 �j{ NEW Mae "Me"' MN 4' Fe. au T or d9N! • MID ff. N+' SIE413'S FULLY IS O nn 6' - FUL 1 Mn .p 0, aai 0AD —f ' AN 8' M. ytLL I la NOSE Oti W QDDS. T ABBIA on TOTAL WE CAOPr AEA 6s W, LANDSCAPE CALCIA-ATIONS iT�T 11>� IlJDYYJE PIGS GEPF (Y6D HDG BBVAtt2i yr tt Go flE R• 3S CAL 5W.E i128ES 3Y al LANBSCAPNG TO REEhE HA'Y NPa EPACED 35 QQ / f RDVVBdG mW.B.RLL iRi'L'+. f ORiPABirPL Tam N008M RL[NC i _ _ � OFFER VI OFFER FiANiID TO SOFTEN X / AMONG TIE STREET liB.3 Ai£PRMIf OF IXIEdD! WALLS .' T •. / / \ b RW. 01 lei T LG 4mMS 153L ff fiJG TRt£"i PLpG V16T BDG ELEVATION HA Aura urn , *� . • 4 , I -' Roo + y _._.. ._ I!YERCIAR CNIATEN AIEA I "NIDSI P® YH Trd$ OR SIRH6 S F90M 2BfG PiV WDf�lY c A, • 31TA 3. X Orb • 15M, SP. tlSiFD 21sli� — q I Molink OWLAAIIDN LANW_ - PM_ TM$ MN d' TILL3006 Bm w g ifLL U Ai El6 6 PPOIS LGVG RUMP A I&a GXlWNG Pttit SOaEENlG TOYS — W/�- ......„....$� ... /AIQ I - ... .. •} ' 1 1®R;Pa�fOCAI® AT ENb OF UDVF ff PAdaY' Qnm- Blum R M DEOD Rffi LOCATED AT ENDS OF PAM:AS M A,e, EXRUIkG RA ZCe® PAR ff F- .a ewe I IXMS � • RDA% ff. 80,04 7. X w • 100 St'. REO•D TREE DANDIFY I MrlS 6 PAa s A�/S 1 MAM La find$PU SD Am PEEEM OF PAR RQE= ff' 1� CINOfn 4!EA . I. ) j O 4iE HAM ED O NJOi ®up PPLAR"ED To ALIBI PRFAHNG vAIE1YA1 ASSHOWN UW1 ON , Raw, �.a. -�6A55-� ✓rr. BOUP liBldiE AIM F G ( W aJo �.aA..+^ ff PAB]G Iff15 ` —SOMS, Sawa WTM INTI SLABS EA1 J @ W> WITH OPAQUE` EnfE ➢S (i J ' I (� _'. A yA.••..A'. R+ REVISIONS Bl' 2! c �Q�pp htF 8rnto Ed2AVMl BY. r, ,S RADAZE 03/OB/'z018 scree DPAY" Q j w z > R 0 LU < 0 F- yZm7 $ JW W> >_ oxF-o Q 8a it.)1r W m W W < $ Q F-ZW �tlr U co m Q Q O > U Q RA m c+ECK� Tate DATE CO/OeRdB $PALE CRAW"fG LEGEND SITE DATA PARKING TABLE Propert_y_Lme - _ T Office Space 2,175 S.F.Pravded Public Pgrki.,g 33 Face o1 Ci.rb Shop Floor 16,400 S.F.Prcv'ded Employee Parking 23 Back of Curb Total Building 18.635 S.F. --.- Provided Ven c Si.oroge Spaces 25 Cara ,uer Parcel Acreage 4.38 Total Parking provided- 56 Easement — — — — I�H rrc � D7700 OC GG-Pit FG ---— P a TGlal Parking/Storage vrovided 8i Building Setback Property Own Destiny of Ly-hburg, LLC PO Sox. 35y Regu red Parking' 51 c Oac �e eon Fence Keene. VA 22946 q Ae C rty°Cn Sectim one K' 41 f•G ) :race per Deed Boo'. 37 325 Retc g Wall -H yen Piu: ten (z) s,, ices Flood Zane "X", 'AE* P rod 25 wnWcysex ns Shown ^ ^ en emnoree Rural Area. Zorring P a,l '< • n bpyx .:21 (To Remain Undisturbed) pp k y -8 re ip+ol parkt-1 Setbacks 10 Plant Min. 3. Front Max '8 L3 R­ ­­ 5 ' Re(adjacent :o RA) P 35' Real in P.A) Sot' a.i24 a: In. mbe. -- O' Saes fr He, adjacent to HC) t Amqu seo_e D o anon 25' Sides RA) riot e,--e m.• r m,•x or w •s og .n Steep Slope - Preserved :Posed Building Ht 23' (s Albemarle Co.G y parr• M Aeon 't P bl vcrkiry S ! Maxmum Building Ht (He) fib D s a 61 P sex Lon ny HQ R4 As Shawn \ (` rise Body SHo ) / Street Trees Provided 5 I =u61 C Parking 0 r t 1 r Street Trees Required* 5 I =. r-Ip oy'Pe 'irking as IIII *Albs npr e c my coda Sect- 32.74.5 lewd. Storage Space_ [] (1) `v ! -- par SO' m or eCor.uge and`1) a IIIjIII altnr ) In an 25 538 ,r 4 1 I r I 1 Sue •r q / 50' - l5) R. r:quTed LI SUP NOTES: "°"` T"" I' ..... ................. ... Alit 1. APP PROPOSES ID uF(UPON HFOJfSn TO PUBLIC UK LAND NEAR MOORE'S CREEK FL A d5 WANM; s, PLANNING FLTJRE GREEFIWAY TRAP BY UAL TRAIL I PLANNING Pr'RMITTWG CONSi JCioN 8Y OTHERS) O. SUB. CT PROPERTY IS EFFECTED BY THE FOLLOWING 1lir 1I I I \" : C^INO DVWRLAY DISTRICTS:Ia I I II I I STATE DAM BREAK INUNDATOR ZONE AIA-AIRPORT IMPACT OVERLAY 1 t �tXZA�J FIN-FL:M'D HAZARD OVERLAY I coNctE FOR \ i • D, E STEEP SLOPES - PRESERVED GVERLAY DISTRICTS I 1 3,.. T , U8 ENTRANCE ONTO AVON S.Rr_LT EX L x LIEU 15 SXCEPTON By vDDTVAL C6 Ak ACCESS MANAGEMENT Ila�l IIIIII 1\ i \ 4. THE FINAL SIT.. PLAN MUST SHOW CONFORMANCE WITH II II II > u E VDOT ROAD DESIGN MANLAL APPENDICES B(I) AND AS WELL AS ANY ONER APPLICABLE STANDARDS, RECULA.DO!i5. OR OTHER RECUR WENTS I rktrac'm \ -_ r V I I I A InOTB2 7 ) \\ \ Ti 1 � e4u I't-rl'\ `\ II t i lI i I 1 \ PFE1475.0 \ 3'\ /iT a-i BEEFPDE '' _..._-_....... -..ter _ / 1 - -- -- AVON STREET EXTENDED (STATE ROUTE 742) 1. real P„nlc HNr:tear-Way. a6 HPH Pules aPex4 Limn) i 04 ' RIGHT ELEVATION (NORTH \`..' SCALE' 1,,B - V-O" -- ja X RE PKJ ce+�il� �\ REAR ELEVATION (WEST) 1 03 SCALE: 1;10• = V-W /'-I FRONT ELEVATION (EAST) ( 0) SCALE: 11W CAXMF 9S 3P - >E RA 'E6 ,i(ri H,NaT N Li. U AND AH+HUXM E af,¢ KN W Y pv OFYPD' DAIS_£ NEa S TF£LS MhILH UYk Hk ear owocaaR HFBE xoreoo co, HA< oR w - R aA x 'woeAc PGa3UNAn£AS S-b»T 1YTNarU BACKwa mEXIE•Aa A_ 1. HEFEV hNET:YA13FaHFRN41>AUVAr Hl4..YkXM1H'AV5 (AR.te f - (U:.!I) Hitt rM' i M11l nMU. -.� AUI Jk FM 3 C SIAT81iAN; EG f E •p' Yb� PPFFlN SNEn META W"Ln,IW:SDING w T EXNFWT V4 TAN ­ kEl GARMA SHEEi51. _rs Gw.x c ne:f >E . m cracx.. •PHJNOEDRr ME-h B,;i,DLWAwcc wsm Em. IFRr„aF Bt4LDNG 4W &.:1ST Eo' 4�) MfSIteJ[D1/iTR. &Yu;INa'R'FH£L RO!YI!A (H,_.W ` S:OREfNIXrtaiibNG �n).t:D, r,-s vT,xrP ri.�✓:a'ecwlls. :A3.5�) wAM. M:nRtrF.D LXAITFuiutE iNEPk:I 21 MF.!A: 4:NWNG. (� Ri;M¢RYi EFliJN'0%RY SGUPPEP PILa.RREYU aEa Sv EI51 pAB4P!'CP.P. Mf'IA! euLUINGJ3+U GC NSIP! lEU1 MIIA IILUsV1 l�Y (X:N'iPJ: JGPii' � FACTORY FN:SHm GrFAHrADtX1aH ­W METALEOIPxa_NTSaREEN:H6 RDFACEGFAtt SCREEN FDSEE,FSFN'SKfR WLDP.,a LNTC4 T+i EXTERIOR FINISH LEGEND .. Z. Cf3nT IU,¢LCaAT i CarbA ..... ra: SV GiY.£ PW:UFACMIFX Si' SUH"JN'5YSW UFPN ANJDSfC BRCk.E MMF-YE--- YAwrvEEItoPAFa CS ASTS aNf,(PFF 4EY f45 '.Ali •JsiH .... .... .. NA AaMPI T— RYHROPl.. EF3 EME KKE 1 B IS _T) rt WTr" 4Fi PEBBLE I6 clue SiANHU:MS E EI — (r 0A, —1ta UWMTF ire SFNOrEEB:E i LAi -NU": WAN CE 2AVANtANYCDa 46 .... S 9 WLE .. PlN ..PTIn .. ... U:.HEES 'SthNM "AeLi T" E6 f DV w rR PN r R iY M(P+:AH ',,r Y4p 1 4C +fl XE0..iM,S(NPY MJF.Tm :sly !Eon N hPE.'MaRTAF.....___..._•"'"•'S S(AGMMN UOt[,R i•K. rr.Aq.1aN CJtOR6ttG ...._._............. BbWi'SNU»•UF ! Y64 b SNPNJEN- i.6.i .._.. _ .GP _ ERkV+. WSOMY 6PVDH8t£NO'GVN SE SiA1Ti'UIF: MAM4TIE+A.SFC'F :Lon Ls-oneGNce us'roresvccEV ylgsYun <•.E'.a ry r.No r2• �1d¢., aG?a PPpNOf.L9CAL nLrFPNAIE'�x APPPoma BF.Hi S1AVA]FN R..P,.I-a .f9 '••swr ens:ken:cx�n!.- asu MI 3a,mt .p Lc.SParaa IVELOt.AAknRZAR Ts 'i Y?k1 KTS U.vpA 5wvt;k. L P Pt Pro Pro rH ; f a rxOw SHE. .IPp KFl NaM^pC GAT IS "C E%aRWS_A LL 'Ex -Jae TFRK.R AAIAV' U HTELi'3 SW^PEB&EK MI , uF! '. .. u u uX:oH.iwu. - 'WHr r PPiYczw ..... -. isr»6XFFN.Ur RMY PfAER 3HFP» JAV4 ISt E.ilM6 .wFwn.lt zi.uun.. _ vRF JCS£. BURY IBP1 - C H..— meT.. HJcxuwrar Xu, rs_Pww REVISIONS BY I u gag _J W U_ w Q Z Q > Q W F- < m 0 F- UZmZ J W W 7 Si J F-FO Ok- vix�U e� lL ~ CC � m m w W Ed cc $ �¢Zou � d•M Urn m O Q $ Q �ANlN Eu C ECK� TIME, DAB ...._ o3roar2ols SCALE ORAWNG XXIMXXXF i \ 1/ PRELIMINARY i DRAWINGS It ®ri n G N G� 03.12.2018 -m M171 i9 REVISIONS No CITY rAMMENTB REVIEW A2.o EXTERIOR ELEVATIONS of ,act .>. I iliGl�l :.. COUNTY OF ALBENIARLE Department .of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902-4596 Phone (434) 296-5832 Fax (434)972-4126 April 25. 2018 Rusty Cason Cross Development 4336 March lodge Carrollton, VA 75010 RE: SP201700016 Caliber Collision Deal- Mr. Coan, Ott April l l 2018 th e Board of took nation on your Special use permit to propose a body shop in a w ? new building ofapproximately 3 roxim, tee 18 7 which ' approximately n e g 1 p 3 y 00 includes app . xzt ar ly 2,_QO sq. ft. of cifficc space. on •rax Map Parcel 07700.00-00-011 i-0 in the Scottsville District. The Special Use permit was approved by the Hoard's adoption of the attached resolution and conditions. Please h . dvi • although s . t• advised that alt (3 It the Alhertinn'le County Board of Supervisors tool; action nn nine g � l project noted alcove, no uses oil the property as approved above may lawfully begin until all applicable approvals have been received and conditions have been met. This includes: • compliance with conditions of the SPECIAL USE PERMIT; • approval of and compliance with a SITE PLAN or a SITE PLAN AMENDMENT; and • approval of a ZONING COMPLIANCE CLEARANCE. Before beginning rises as allowed by this special use penirit or ifyoti have questions regarding the above - noted action, please contact ,Rebecca Ragsdale at (434) 296-5832 ext. 3226. Sincerely, y(\tt { j/(/pq{ 0-ml� rF ')/t/ iipl Cameron Langille Senior Planner Planning Division CC: Destiny of Lynchburg LLC PO Box 359 Keene VA 22946 RESOLUTION TO APPROVE SP 2017-16 CALIBER COLLISION; BODY SHOP WHEREAS, Caliber Collision submitted as application for a special use permit to establish a. body shop and associated improvements an Tax Map Parcel Nuluber 07700 00-00-01 I FO, and tilt: application is identified as SP201'700016 Caliber Collision Body Shop ("SP 2017-16"); and WHEREAS, on 6rlarch 6, 2018, after a duly noticed pTrblie hearing the Albemarle County Planning Commission recommended approval of SP 2017-16 with conditions-; and WHEREAS, on April 11, 2018, the Albemarle County Board of Supervisors held a duly noticed public hearing on SP 2017-16. NOW, THERLrORE, HE IT RESOLVED that, upon consideration cif the foa'ecoln =, the Staff report prepared for SP 2017-16 and all at its atwchinents, the intnrmateon presented at the public hearing, and the factors relevant tort special use permit in Albemarle Comity Code s§ 18-24.2.2(17) and 18-318, the Albemarle County Board of'Supervisors hereby approves SP 201"t6, subject to the conditions attached hereto. 1 Claudette K, Borgersen, do hereby certify that the foregoing writing is a true, correct copy ol• a Resolution duly adopted by the Board ofSupervisors of Albemarle County, Virginia, by a vote of,a{x in zero_ as recorded below, at a regular meeting held on Apnl Clerk, Board al`Counhr Supervis Ave, NAY. Mr. Dill 7 Mr. Gallaway y Ms. Mallck 1' Ms. McKeel y Ms. Palmer Y. Mr. Randolph I' SP 2017-16 Caliber Collision; Body Shop Special Use Permit Conditions L Development and rise shall be in general accord with the following revised plans originally prepared by F'roeland yid Kauffman, bnc• last updated March 8, 2018 entitled "Caliber Collision; Conceptual Site Plan, Conceptual Grading Plan, Conceptual Landscape Plan,' (hereafter "Concept Plan") as determined by the Director of Piarining and the Zoning Administrator. To be in general accord with the Concept Plan, development and use shall reflect the following mrljor ele hell" as shoran on the plans: a Lim ofdistwbance b Location of buildings and structures G. Location of parking areas d. Location ofdriveovays and entrance e. Relatityu of buildings and parking to the street Minor modifications to the Concept Plan that- do not otherwise conflict with the elements listed above may be made to ensure compliance with the "Zoning Ordinance, 2. Development and use shall also be in general accord with the following plans originally prepared by Brian Rumsey, dated .November 1 2017 and last updated March 12, 2018 entitled "Caliber Collision Exterior Elevations" (hereafter " Elevatious"), a5 determined by the Director of Planning and the Zoning Administrator. To be in general accord with the Elevations, development and use shall reflect the following rrtnjor elements as shownoil the Elevations: a• Building massing ; shape, and height b. Fenestration or architectural features along the '402 Left Elevation (South)" fagade to provide a pedestrian Orientation. Alternatively, this condition may be satisfied with a combination of wall plantings, architectural features acid fenestration along this particular elevation to the Satisfaction of the Director of Planning or his,''her designee. Minor modifications to the Elevations that do not otherwise conflict with the elements listed above may be made to ensure compliance with the Zoning Ordinance, 3. Upon request of the County, the applicant shall dedicate land within the 100-year floodplain and Stream buffers to public use near Moores Creek for a potential fixture greenway trail, Actual trail planning, permitting, and construction is to be carried out by others. 4. Approval of a Construction permit for iustalltiiiaa ofthe proposed septic systern is required by the Virginia. Departrncut of Health prior € final site plain approval by Albemarle County. 5. Approval of an Access Management Exception Request by the Virginia Department of "lranspontaticm will be required prior to final site plan approval by Albemarle County. 6. •I7ne use shall continence on or before April IL, 2021 or the permit shall expire and be of ne, effect. Z Z 5a L U_ LL D Q V Z Q J W W O[ LL Q W Z Q U _J W I,, ZO W > J a Z Z W Lo Lo JI—W0a Xa10 0X U W W z a:p WW�cc F v, .J W<MrJN 5 J v aacop.. M W W W F Q 0c")o� W W" Q ~ Z < U W im W J O Qo U DRAWN TMB CHECKED TMB DATE 10/03/2019 SCALE DRAWING SPECIAL USE PEQMIT�����,