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HomeMy WebLinkAboutSDP201800029 Plan - Approved Minor Amendment 2018-04-23SITE DATA OWNER: MARCH MOUNTAIN PROPERTIES 1005 HEATHERCROFT CIRCLE, SUITE 400 CROZET VA , 22932 DEVELOPER: MARCH MOUNTAIN PROPERTIES 1005 HEATHERCROFT CIRCLE, SUITE 400 CROZET VA , 22932 PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 914 MONTICELLO ROAD CHARLOTTESVILLE, VA. 22902 (454)-977-0205 PROJECT AREA TAX MAP PARCEL No: 055EO-01-1 1-01600; 055E0-01-1 1-02200; 055EO-01-1 1-02700 EXISTING PARCEL AREA: 55E-01- I 1-16 0.21 ACRES PLANNING ZONING 55E-01-1 1-22 0. 19 ACRES ENGINEERING 55E-0 I -1 1-27 0. 18 ACRES f TOTAL BLOCK 11 AREA 3.701 ACRES ARCHITECTURAL REVIEW BOARD ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS FIRE / RESCUE i OF ZMA-2004-00024 APPROVED ON SEPTEMBER 14, 2005 ALBEMARLE COUNTY SERVICE AUTHORffY � ENTRANCE CORRIDOR OVERLAY VA. DEPARTMENT OF TRANSPORTATION USE: 13 TO WNHO USE UNITS fJ� 11 SINGLE FAMILY ATTACHED UNITS r 4 SINGLE FAMILY DETACHED UNITS , 5 SINGLE FAMILY ATTACHED AFFORDABLE UNTIS 20 TOTAL UNITS = 33 UNITS DENSITY 33 UNITS / 3.27 AC = 10.09 DU/AC SETBACKS: FRONT - 10' T z SIDE - 7.5' a > T REAR - 15' BUILDING HEIGHT.- BUILDING HEIGHTS SHALL NOT 30' I' SUBDIVISION STREETS: CURB & GUTTER ffF MAGISTERIAL DISTRICT: WHITE HALL t DRAINAGE DISTRICT: LICKINGHOLE CREEK WATERSHED: S. RIVANNA RESERVOIR •^ STORMWATER MANAGEMENT.' SEE APPROVED WPO -2008-0014 "OLD TRAIL VILLAGE BLOCK 3 STORMWATER MANAGEMENT PLAN" SOURCE OF BOUNDARY: BOUNDARY LINE ADJUSTMENT & REVISED SUBDIVISION PLAT OLD TRAIL BLOCK 11, PREPARED BY ROUDABUSH, GALE & ASSOC., RECORDED AT DB 4257 PG 377. U TOPOGRAPHY: EXISTING BLOCK 11 TOPOGRAPHY COMPILED FROM RGA AS -BUILT SURVEY DATA, DATED Q NOVEMBER, 2015 EXISTING CONDITIONS: THIS PLAN SHOWS THE AS -BUILT CONDITIONS FOR THE EXISTING UTILITIES AND INFRASTRUCTURE AND GRADES IN THE PROJECT AREA. a BENCHMARK: CENTER SS 15 MH. LID ELEV. 690.99 DATUM: VERTICAL - NAVD 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: NO CRITICAL SLOPES EXIST WITHIN THE PROJECT AREA FLOODPLAIN: THIS PROJECT AREA IS NOT LOCATED WITHIN FLOODPLAIN LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE: FEBRUARY 4, 2005 PARKING: THE SUBJECT PARCELS AREA PART OF A SHARED COMMUNITY PARKING AGREEMENT FOR BLOCKS 1, 2 AND J. SEE PARKING SUMMARY AND ANALYSIS. PARKING REQUIRED: 2 PARKING SPACES PER UNIT + 1 GUEST SPACE PER 4 UNITS 33 UNITS * 2.25 = 74.3 SPACES TOTAL REQUIRED = 74 SPACES PARKING PROVIDED: 8 20' -TOWNHOUSE (2 GARAGE SPACES + 2 DRIVEWAY SPACES) = 32 SPACES 1 20' -TOWNHOUSE (I GARAGE SPACE + 1 DRIVEWAY SPACE) = 2 SPACES 4 16' -TOWNHOUSE (1 DRIVEWAY SPACE) = 4 SPACES 1 I SINGLE FAMILY ATTACHED (2 GARAGE SPACES + 2 DRIVEWAY SPACES) = 44 SPACES 5 AFFORDABLE TOWNHOUSE (1 GARAGE SPACE + 1 DRIVEWAY SPACE) = 10 SPACES , 4 SINGLE FAMILY DETACHED (2 GARAGE SPACES + 2 DRIVEWAY SPACES) = 8 SPACES SURFACE PARKING SPACES = 4 SPACES ' TOTAL PROVIDED = 104 SPACES LIGHTING: ALL PROPOSED LIGHTING WILL NOT EXCEED J,000 LUMENS. IMPERVIOUS AREA: EX. ROADS/CIRCULATION 44,200 SF SIDEWALKS 10,500 SF EX. BUILDINGS 20,J40 SF PROP. BUILDINGS 9,760 SF o , EX. DRIVEWAYS/PARKING 5,940 SF • . PROP. DRIVEWAYS/PARKING 4,752 SF TOTAL IMPERVIOUS AREA 95,492 SF IMPERVIOUS AREA FROM SDP 2012-00009 92,500 SF DIFFERENCE BETWEEN 2,992 SF NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THE SUBJECT PARCELS. THE SUBJECT PARCELS ARE NOT PART OF THE ALBEMARLE COUNTY WATER PROTECTION OVERLAY DISTRICT THE SUBJECT PARCELS ARE NOT PART OF THE THE AGRICULTURAL -FORESTAL DISTRICT. THIS SITE IS LOCATED WITHIN THE WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. L OLD TRAIL VILLAGE BLOCK 11 MINOR SITE PLAN AMENDMENT #2 ;tl9j:AV,gaZlliV,aZlTlTlTl'w L= 101 DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING ZONING 13 f ENGINEERING ,i f ARCHITECTURAL REVIEW BOARD , E FIRE / RESCUE i \ / ALBEMARLE COUNTY SERVICE AUTHORffY � \ VA. DEPARTMENT OF TRANSPORTATION Z fJ� r , .. 20 i /i d W wr T z Q a > T J f r f YQ I' 17 od. ffF J. r �OZJ� t DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING ZONING 13 f ENGINEERING ,i f ARCHITECTURAL REVIEW BOARD E FIRE / RESCUE i ALBEMARLE COUNTY SERVICE AUTHORffY � ... VA. DEPARTMENT OF TRANSPORTATION Z fJ� r , t l .... € 20 ZJ� d W wr T z Q a > T r ®I VICINITY MAP SCALE: 1"= 1000 FEET �Z,TH OF o f o WA U y Jimmy L. Taggart Lic. No. 22841 �w4 04 10�1?10NAL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING ZONING 13 f ENGINEERING ,i f ARCHITECTURAL REVIEW BOARD FIRE / RESCUE ALBEMARLE COUNTY SERVICE AUTHORffY � f VA. DEPARTMENT OF TRANSPORTATION Z r 20 ZJ� d W wr T z Q a > T r J. r �OZJ� t r 4 WJgQW •^ 0 M u.l 1i 2 W m U W 0 Q V J a �0 w 0 , Z 2 , 1 God SITE 4 ` , , ' f Rte 250 o , • . VICINITY MAP SCALE: 1"= 1000 FEET �Z,TH OF o f o WA U y Jimmy L. Taggart Lic. No. 22841 �w4 04 10�1?10NAL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING ZONING ENGINEERING N INSPECTIONS ARCHITECTURAL REVIEW BOARD FIRE / RESCUE ALBEMARLE COUNTY SERVICE AUTHORffY VA. DEPARTMENT OF TRANSPORTATION Z A • U a O wW 2 N Z 0 (0 9 M Q N NQ ZO o ccW 9;@) Z 0U >OO a Z � z i J Q UQ �w t!� Z N O Q� _U Z C 0� N c' (0c5 o LL v, Lu J Lu co0� �o cc z n W CLW 29 co ? Qr W O ® W a REVISIONS A APRIL 23, 2018 ADD ADD'L TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE JUNE 20, 2018 REV. PER COUNTY COMMENTS DATE APRIL 23, 2018 FILE NUMBER 8053 ------------ SHEET 1 of 19 N 1� Z WW 20 ZJ� d W wr T W 5 Q a > T �OZJ� UZ WJgQW •^ 0 M u.l 1i 2 W m U W 0 Q V J �0 0 Z 2 FILE NUMBER 8053 ------------ SHEET 1 of 19 J I I I I I 11 I I I I I I I I I I I I � I I � I � . I I I I I I 11 � I I I � � I 1. I ­ .. 11 I I , I I 1. 11 I . I I � � I . 11 � . .1 .1 I . , , � I I 11 I I I I I I I I I � - 11 I I I . � I 11 - 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 . I I . I I I I I � I . - I I I . . I I I 11 - � 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 � I I � � � I I I I I I I I � I I I I I I I I I I I � I I � :11 I � � I I . I I I I � I I I � � I . . I . . I I I I I I � � . 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I 1: I � .. �� I � I - � I - ...., I . , I I 11.11 I I I I �: , i;d lb� die.coiary for each ibr-T,vot affindabbi,urtit, or until I I ­�, , : I f -�y is Issul , '', 1, 11 . � � . 1, I I 11.1 � � I ocifficato"a � occupSat . , , , , '. -, " '' ­. I I I . � � I . 11 - � i I .1 . � � � -14 I I I I I I (the Tho I'll, I I �: � ,::::� rcAugigg a I I—. tateme.111 - I I I I I . liphourion, ;fMA 2004-024 and thus ut this Proffer S . III,, , ,� � I I I � . I I �: I I—— I - . I . � ,. ­.­­­­.. I .1 .1 I 11 I ... .1.11.11 I I I I . rid0fuinhilos, TOwnhouseS.'apartarents and - -, I I 1- I I � I . , I'll, I � I ,� - , I-- . WO I I I—, - 11 � 11 _., , , I . 1. I , rivronle, tog :. 11 . I � I - � I I 1, 64iouts 4umlif " g as such on arthevirpm, ous I � I I I I I ids . .ym I 11 I 1. - I : units"arcea, mlow Ormoderatee ,, '. , � � I 11 I ­ -1 ­ 1- .1 I- I .1 I � � � I I I , I I : Silty on shour 6 of'9 of the (Jer," Developin I . I � I . � _:, � � : 11.11 I - �. 11 11 I . � , y ii'describod with MOM pardeul , ,ord, Flo I � pippw I I I � 11 , - I - - ,� ,� I . .� �. I . I I I - � ., ariamparsed .1 I I ­ � - ­ � I . I . I I I . , - 1. ­ I .1,11 I ''. Ilboreasortablyi, , , gurnts'sha. . , � ." , : tioco I , _­ I � I . ­ 11 I I I I 11 11 I . I - ' H i rgandthhaaDcV 11.1. - ,,,, en . � - � '' Dev opormat Amnon ajm�traum I 1 14, 1 1 � I � or , imsm- I ­�:.m I � � ry, Finners 14 Admj, ,� clop ,, ­ I I "I �, . ''. I I I � I . � . I - . I � Plan" prepared b I 6101 -rent �- . I : aftfitlod"Vd Trail Village Re7kning ZMA-0"24_,GM-a1 Der I y , I I I . I I . I � I , I I � ­ "I I I I � fthe I graph �1. I I - throu sutj .to We requ 0 I 101 I I � .. I I I'll, I I . I 1, I I I � � . � � I I I I I I I : ", I I I � � . Section 8 whiol comes , , "), I I , I first (the 'Aff6rda,416 Tom I I 1.�. I � :: � - � .1.. I " I � ­ I . I . I I 11 7" - � � I 11 I I ovisad ScIambor I I Throun; Group, conod ' g trine, (0) imeets, June 24,2005, last r 2_ ,,, � , ont � I I . - ­ �. I I as I I ,,, I - - - ., I I I , . ­­ I I I 11 � I 11 .1 � � 1, I I Plawl), The Owner of the, I . I I 11 . � � I I I � 1 2005, and attached hereto As E&WhLt A (the "Gancral DovelOPMORL I I 11 I .� I - 'limited I I � I volopmeoC:� If* Owner el" at its option W, .: 11 , . I Gun , - I -1 I I I affordable " (as defirred hemm), such units 1, 1.11 I 11 I 'Prrv,aiddc, bar_$ as y , -, _ .. I ­­ - I I ,tend I � - , , , , ''.., I I � .11 ­­­.- . 11., � . ­ I 11 I - I � I , I I � . I I � I I -1 I I - I I � .1.11.1111, � .1 . - I I I - - I , � - .. I I � . ­ I'll- I - I I - I - � � . I -1 I -Z � I � I 1, I ­ ­ .1 11 . I � � � I - I I I I I c 11 mr-mot � - I 11 I _ 1 1(2). Q=1 fau-0 4cLeLvt. Alldordsoody Yi ganYint"estinthc I I'll-, I I I I I I I � I.". I I . liability, I 06 Irgim a I y property is March Mountain Poperti L-L,C�,a V, , wat ,any (410 I I I � ... � �_, , , � ,� . , . I I � � , 1. " I--, I I 11 � I I I I , "...-I 11 1 I � I I � I I . I - I - �. ­ ­­ � I . I ­ I-." � I I I "Ownce)- - � I -11 I I ". � �� , I within 111. I I I I 11: � - � � �; , t,. r,acij suboyna plat and site Olin for I I � 1. 11 , I 11 � I 1 5.1, _ I � .. I : . ` , : I I ''I � torpUmmen � 111. I I - I , . sl all be appliedd to 1. I �� - , I I I - , - � r . . I I 11 11, I ject,t6therarmstuld, I 11 will, sub ;� I I � I I I I I .11 , taints I I "I I-- I ,� , I , Allb"I language reciting that such I � I I..; I . 0 Tarmicnall, comida , . I 11 I I I floudable urids'durin#fho I 1. I I a I �� ,� - ". , I � � I . .... . I'll I I I , I , 11 � ' I h2. iiaddition,'Al��or3t.act�,,Pml.�t=g ff; I to , - � : 11 ­­­ I I I � ­ � I I I I � �.. I 11 I 11 � � I , I - I I I .1 I'll, I � 11 I I � � I 11.111, . I I I I � I I I I . I � I I � I . I 11 1. I I � � I I I , I 11 11 � � ,­ 11 , 11 11 11 I I � �: � . I � -11 -.1 . I � I I., I I - I I I � . I I I I � I 11 )Ircable,Abat - I the Property shall designate the lernr:df units', as aPf I "" ,,, I ­ I . I ­ I 11 I I 11 I - . , I . � 'described herein, adid, the mWagaW . I I I . - 11 11 I � I I . � I 11 I affirispro mr,'moettlist'T ,,, , � I , conditions IT, , me affordable units as 1. I I.. I , ris, p ,am)oVV1YcftW0f - subject td the totais o , , � I I � I I 11 I I any for -rent aficrdubmahft,�or any part tbe=f, during the, AflbrdabIvTcnnsbaIt9Oqt#ma �� 11 I . 1. I I I I I 11 ,.­ � .1. I 1. I � ­ � 11 I I'll, I �� - - I I , I I I ummilyproffers that if the.AJ I I - I I of I � I I hemule, Comay, Roard � I - � I I I I I The Owner hereby Vol � I I � � .1 � � � I � �� I I 1. �. 11.1 . � - ,� ­ "Idle'rn- I � I gnat � . 11 I .. ­. I � I I , , ,.., � mmrber4 units d"', ad for affordable urthe widon tech subdivision P14 and, $'to I ­ , I I 11 I ­ I , - I I I � I I I - I I I esmaish bythi Paregrepli2B, At I I , .. 1 $ 1 1 I I ­ I I complere-and fill JWcaurc of the restrictionk a6d.,cootto s � I . I I , � .111. I 11 ­ I � I I � :_ , fInp cars to rezone the property to Neighborhood.k1odel District asrequested, * Owner I I - � � I 11 I 11 � � I I I . . I I I � � �. . � I .. I � I I � I - 1. - - - � tf S&Oaht (I 5%) o6he, lots m h solid' phd or . , I I 840F .... .. X-Mvisten I sw constitute a mininuarl of 11, am pe, I - I I I Ill: I I I I I I ,sasi'm any fpt-reat afibldahtemUt during � I , a phor to the ctmvv,� least th (3olday rance 6f any U , ..., � : , _ � I I - -n � '. Ifels'puradem to Section 15�'_22298 of : I I � ,::, :_2:_ "I develop the Property i1i Amord with the following pro I ., � �, I I I � I I I I , I 1. I .1 I " drob,N�rdlay"__Y_velor"bank" I - I ,; I I Plan , . I I I I site'plan. N�twia,�,s�ngthofow,Soi.ng;l.)b,wtva, 1, 1.1.1-1.111.1-1 I I I I - � 11 I I ner isludl nmi6� the County in W Win g of the , 1. I I I ,�liheAffordable�Tc=,d�,-,IhcP�eWT;M.0% I I I I.- 11 I I - ­ I 11 I - I � ­ � I . I I I � �� - ,:.� :� 1-th Code of Virginia, 1950, as arnaisle.d. rguifkuamaet,�42lomion 333 of the Albemarle County, I a , � - I 11 - I � I q to the event I art� , -, , , -, c'. gnalo � � I I ­ 11 ­ I I I t Or site plan desi I I indi irmal subdivision P a , , . I ordablo unit- I ­ isQfhs for aff I I � ­ � I th potential grant , , . conveyaw-o and provide number of c rea, and �. ,,: die name ad. a d ta . I "esSan""mPhone , I � �� � I I , , � � � I � 1, I Zoning Ordinance..11W conditions arevoleadarilyptofficred as pan of the requested rcasinin* . I � � : I , � I I I I I I . I I - ­ �, 11 esocaddlefiftegn ­�ent(15�.)mmirmanforsuch I... I I'll I ­ units drat in 04 u9Vt9tac Pep , _, I . I 11 11 1. . '' I I— I . � . I I I � � aragnaph 213( I I � 1 � state that the requinstrObte of this P �) have been, safisfied.' I I . . � � � � � . "I - � � and the owner ackopw1*4gas the; (1) the �� � �, m,ed,ror the coaditi(XIS;:: � , � rezoning itself gives rise to the I I I ... � � � 11 I I I 'affordabit I - I 'i� 11.11.1 a r .. . ..... I ,be allocated toward Or. , : I adabIc units, may in C , , -1 , pbas, 4 plat r ..h*idmud , ,�'i ' I , subdivision 6 site - f, 1, 1, I I � � � . I— -1 � I 1, .� 11 I 11 I .1 I I I �. �� I 11 I � - I - , I . I I I I I . � I - � I � � 1.-- - "I'll � I I I - �. ,� I � I I "Ill I I I , - , - I I I 11 I � � and (2) such , ti" ". , , , , i m_ "C'uresiamnable reletrorrib the mearring requested. lfm�-_ag; - 11 bay I , � � , ­ � I I � - ­ _'. - I I , I 60 I � .... vigno plat or site p, air, pro filturo � vided, Wever, fifteen porecut (I 5%) mminnim. M -411y ,, , , . SUbdi J., I � I I I I I I � � - I I . � I . i : Re 4#1 ReqW tes, Dunerg, Oc Affic I 1. . � I I I � � I 1 (3), � �. Aw , , ­ � I rdlablv Terra,, within thhty,(30) � � 1. __ -&_ I I I � 11 I ZMA10044�i dard these flom "I inionediately be Stuff and void and ofop:_­ � - � application ..... 4 pro 1 _ I 1. ­ I -, � I I_— f iffardable units that May he canned over'or banked shall not , � that the nuctimem,,nimban 111- I 11- I � - I I � ­ I � � I days of each romid or kasz� term f4 each *�retn affordable unit, the then-currem o1woorahnil , � .1 1. - I I . I I � . � I ..'',,a . .. . . 1. I.. � I � I , � I I I 11:11 .. 11 I 11 � I � I I � , , 11 I : I � I ­­ funber li and I . I I I I 11 - � .1 � I I - I , , � I I 11 I � ,__ _ ,,,, , . I � �. bilivisicto Plat sit plan. : � � , or , C I exceed film pereert; 05%) Of'014 164114mrs " Any so - � I � 11 _ � 11 ­­­ 1. �: - I I ver for each � � tand I prov, to the A ig Omm, a copy of the rental or low Sort , , ,, � � � ' I � .11. I I � I I . 11 11 I I I 11 � I I � I I , I I I � I I I .1 .1 . I I I I I I . 11 I � I I � ­ I . I .1 I I I I - I I - , .1 I � I I . ­ � - � I I . � � . 111.1 � I'll I I � � , I � � I I I . I I . . I I I I I I 11 I , 1. 11 I I , - � � I I I 11 I I - ­ ­ I I I I ­ . 1. � � - � I � I I I � I I I I � I ­ I , � I I � I � r ftherentalorlesse . ,� � � � _b �t reans I ' 11 I � - , 11 � I I I I � 'This PripfforStammem shall relam.tetac General Dovel,0130103 Plan and to the Corit of � I I , I � .1. I. , - , I I I � I I -4 I ' 11 I I'll I I 1. � 11 . 11 . I I I I I xucting, dra affordable raints to the, , � I Th, st � I _­­, I I rponsibility of ron - owner shad quavey the tea I " , , _ I I M Oamer shall providc to tbc , F . , , , � � 1. � I I � . � I I I � I � ' I I I I 1: 1.11 � I I I I I I I � 11 1. "'I" 11 , I � Developer bar 12, 260:5, and punched ligmIASS: Eibibft B (the "Code Of � cat dated SePtem , I � I : , � I'll. 11 1, � 11 11 � I I 1111.1-1-1 ­ -1 ­ I.""'' I I I I � I I = of -lour wifirm the prpperty� The subsequent P1?V.W/h1d1Jer shall create trials _ , , I �� - subsequcprow;.. � I I I I . � I ­ � I I County if req. rtainingtor I I "I I , or, other " & I , I . ., I I I t I .1 I I I I , �, - I - � . I .. - I I � � I . I 11 - I - � ­� � . I � 11 . I I I � . I I I I � I � I I I I � I'll, � I . I I "I I I � I � � I I � � � I Developmenf'). I � , I I I th � c$ los�jrhart illixty Percent (W%0 I � I � I �...­ :I I � � I � , , 1-- -1 ".. ' of the area madian income � - � urcom � � c I I ., ,:. ­ ., I 11 � I I I I I � I , afIbriishic to houseltiol ds, wi � � � 11 I I I I I I I Z, I . . as th I I I � � ­round r�s 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 I'll I � I I I I .11 I I I I I 11 � � I � � I a I : � I I r L I .1 - � I I I -r-o A ' ���� 'P'� � I I I I I ,� ,� I I � I 11 I . 4iting of principal, interest, real estaho, taxes and homeowners - I such firm housing Meet Cum , , , I .1 , '_:;,:: , . I 11, I I I I ­ .. , 30%) oftho sroas*64oenold income. � � � �_:, - 11 I I 11.11- 11 - I � I i (Y'R, r0i 4�o;oed thirty Pe-reem l, I I I -.1 11 .. �, - .- � - � nsumai-- I - 111 1".., I I - � 11 1: I , I I I � I I � 11 - .11, I � � ­ I 11 I "I � I ­. 1- I I I � I I I I � � I I I � I .. ,. I I � , , I I I I 11 I I � .1 I I I , , :� - C� I I - - - . I I � I � �� . .�. .1 ­ �, I 11.1 � I , ,_ ,� � - � ,�L-b � � - I � I . ­ I ­ _ � _nW ____ _ , � � I � � 11 - . I . - I ­ I ,,: : � � . _F I I 11�Q Njjap �.L ­ � wn�un ­­:: ' '.11 I ­ minim � inumn o"weery � years 111.1 . I—— I sheet 5 1.11 ot5 i'"i'm " " Td.t. t:- I �: I � I I : I ,-_,-1 � "Ill I - I 11 1-1 11 I �._. � � I � � I ''I''.. .1 �:: I �, I � ­ � � 11 I I—- - I I I ­ ­ I � � I I I I 11.1111.1 I .. 1 I . I I ­­ . I 1. - � "...-I ''I I � �� �� . - I I . I . I I 1. I � 11 � -.1. ­­.. I I of the fin -see affordable units Shall � � , � , I - All purchreiars - - I ­ - . I I I I A. r -SA �Aff dabLe I I I � I , Xtr;2 1! !I�H I �.. ­ . - - I - I :1..1.1::::. . � I I I � . I � , , , . . - � I ­:. , 11 I � - , ­�:.2: 11 1.1, .. �­.. - - 1.11 I I I I . I'll I 11 . I ,� , �� 3 _:.­ I I I -1 I � 111.1 ­­ I ''I'll 1. . I ­ I I �. . �. . I � I -1 � - - I � � . - I I 1: I I . I � "I , �. . � I � I - I .­ ,� , 1. . .1 � , affordable housing dwelfin . I . � - .1 .1 - I : ::, I I I 1, - fo P, - t t (40%0), of thp I I � a on, its Shall . I : , �::.:: .I ,,",j�,,' - � I (1) At least riv can I I 11 , - I . ­ . '2(W4 after fire - after .- ,, th d ou � I I I I - � Ues I *�use,:, t riftho . M , I ­ - q : I I I I - _LJ#&S. � I b t . I I 1: ;., � - I �:: I I � I , � I 'Th I I I louning office or its designee. , 0 - &Nu- I I I , die 0 county I � � � , � I I I - : I I I , * I � be appmved by - . � 1, I , 1 (90) days to identify , _:: I 1, 11 unty�or itsd od of ninety I I I I I I Scignea a port ­ It provide the Co I 11 I I - ownenfruildeislui: , I -1 11 ­ 1 I I . I � � I I I I I , I I ,� I � � 7 I ­ 1 I I � I � I I I I I . . . "I . , I . I � I . I ; I I ''I'll I I I I I I I - � bo fe" eunits,:: ,� � , J - � � ,;",,,, i , , 11 I I I I I . 11.1 I I I .11 , , � � 1�, ,� 11 I I I I I ''I I , ­ : : � - 11 . 1-11 I - I , ;1 I I -1 -1 , ,:� I I I I I I I'll "'' - 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 I . I I I 11 I I I I I I , I � I 11 . I I I I , � � I I . 4y - ­ 1. � tot � _� k. �h , . d � . .. I �.. � I � ,� I , , - � � I 11 - . � ' I 1, I - "'. 1 ­. -day period shall I I I I eligible purchaser far tbo afforriabic uninL Themacty (90) 1 1 1 I . 11 . and proqual,ifY an I ; I 1, I I ''I I I I I I 11, I I 11 1; housing . I I I I I I %) of the affordable I'll I .1 11.11,11, 'I', - I I I I I 4 tins I - I " , , "I , I - I 11 1. ,� .,(2), zz No more than thirty P=9cnt (310 I., . 11 I I I .11 I I'll I . � � . I I I .11 11 I I - I I I I 1- � � I : ., - ­ � � � I d 6 .7 , . We' zy to -A 11 ..", .11.1.1 I'll 111 :::::: :: ... ; I I - I 11 I 11 I , , �� , , , , , , , , , , , , I I - . - :tbc"Pwkan.dGr-nwayA-")':��A#4*itisdedicaWto.publi,c I I . _ , 11 I I 11 11 - I �z ,, 1 �­, � ' , - der that the urne(s) I_— I I ''I . , will be , , I I I . I I commerwo han"nOtice, toun the theri-cutrent ownelftil 1, , I I I d .11 , I I I . I � 1.111. 11 - , " � I - I - 'upon wn h, � � vide, a -4oplified purc� ... aW, �,UR 1 . ': its desip,oc does not pm J 9 11 , I I I I 11 I I . � I .1 I I I ­ I I I I I ��,,',,- -� ­ � Z � 11 I I 11.1 . 11 11.1 . I I "I j, I :�� , units me b or7rent, apa ts, . I �1_ , I - � I , , .11 ­� I "I : 1. - Y ,e f ,_ - �� . I I 1. I I ­ I I I., I , I -, 11 . � ,,, ,� , � I I � 11 I 1. I 11 1. _ .Z xl ''I I � I I 11 11. . I I I I I li .... I � I � I I ­ I � � - I I 1. � . ­ � I I ­ I 11 111-1-111 I � I .1 , ­ � ,:� � I - � I I I I 11.1. I I., I � 11 - 11 I I 11 � . � � Devoinprocotplart(,polleptival I .1 I 1, I I I'll y� - � I ­ � . I � . 1 . , use, the P - ark and Oreermsy Arco Shall continue to beincluried1m 111010w, area of green spatoe I I I I 1. I - � . I I I ,,, , , . ... . ... � , � I I I avidlublofor We, a County or Ifib ,,,, � _ I I ­., -1-1 "­N1'.j­_­rb I � � I I , , , - th ight to W9 the unii(s) I � . I I . 111.1 11.1. this ,=cry. (90)�"y pcqpd"� 4,.ibencitrrentowmcr�lbzild�lits.W..Wt ,on ­ - � - I �. I'll 11 � - - � - I .1 - I I � � - 11 � , . � , I , I - I I I-— � - I I � I . � � I— 11, � - I I I � I I � � (3), , No mom dian, thirty pcicem (30%) of the afFordable housing d4olling - � 11 I I'll I I I I I 1 11 � ameautica . - dodicathir I ,i,� the Park and aid i within the Property, At the thincof the conveyance and - I I I.. 11 - �. , I I I , I . I . I I 11 hout any restriction on Salo price ,, f tire pm000rW This piu*, �", apply "my I I . I orrrionine o I - � I I I wit I I I ,.. I woo play be H"ossprynnita. For Sun of this Proffer na .11 I � ,, P"'W"'', , � , ,, tearant, "accowy urdis"', shall I I I I . I 11 I I '': '"' %popriwayArea land will be stibJect10 thoArd�t6cturW*IAUdK4P',gtandar6. f90,10 , I � - I 01 1rail , I I I � I I � � , . .1 � I I'll, ,� � I., 1. , Ofga,choffirc&-scleaffordabl, its � 1, � � I 1, I 1.1-1 I I I � I I � , c W, , : I I I , . to, lba fiTst Sale 11 I - - I , I I I . .11 ::�: as detiped in th�o Albemade County Codo, CbA*aT Is; Section 3,1,:::� , I � I , , I Inean Accesso I � , I ­­ , ry Aparthionts I � _ . I I I I - I � � .1 I I . I I � Code of I t, The remaining gr6eg Woo laud woldri, the � Villale,4- Sa pro, vided in the . Lievoloptnon � � �, I I I - ­ I I .11 .. . . I I 11 1, I I 11 . ''I I .11 . I ., , 1, I I , I , 1, ­ I � I ''.....'­. ­ �, I I I 11 I I I I I . ''I I I I I ''I'll 1. I � � I I I 1. 1, ­­­­ - � I I I I I ­..­­�', I � I . 1-11-- . � ­ . � � I I I - � I I � I I � � � I � 1, I � � I I I I I I : rinit with . nq Alitiontrie Cc I I Seer 5� I 34, pad a in 0 - I I ardauragithrWbye untyCode,ChapterlIl ,, !on 11 11 I I I I � 1. I I I � I I � � I ... I 11 � . I 1, I lbe� hibrincribythcOld . , , � �.. �.. " ther , I I I . . , - , , I 11 ,�, that *ill not be dedicated to tho, County for public usn� I - I _ � "ProPerty_ , , , I ­ I I I I fee, � � I 1. . � I I . - � � � - I I � � 11, , � I � � � � I I I � .11, � I I - � I 1.11 I I � I - � � I I - , ''. I � I . I . I .1. 1. I I I � I I I I �. 11 I I I 11 I I I : I I I a Uniform Statewide � , � , _ I 1: two-family dwelling 0 t o &nii��dw,611in�gisdcfiitcdin,thcVitainI ­ I I I , a w rf '. � I - � I 1. . ­ . I I I � I � I 1, I I . Z:�.: , :1: -1 � I ; ­ : �:., � � , I I I AOKI I . . � ��:� � Ttaii,i��,#',,;,A,�,�soc��atio�, Ile deifeartionof The P .: fJcSjmway Alria land "I be a I � � I "I � 11 . I I � I I I I I I I - � I � I � � � I I � I I I ­ . I I � � ­­_­ � I I I � � .1�1 11 I I , � � I I 11 � . I I I I 11 I 1. I...., I I I I I � - . I � I I I I :�: � I � I - I I I 11 I I I I I I I . I I I I � I ''I 11 I � ­ � I.". .1 � I . �. I I I 11 . 11 I - I � I I I . I I I I I 11 I � I I I . .1 I .11 I I I . I � - - I I I I . I I I I � I . ''I I I I I I � I I I I 11 I I I . I I I . I 1. I 11 I I I I I . I 1 � I . � � � �. 11 1, I I 11 11 I 11 I I ,� � I I 11 . 11 I I I . I I � ­ � I � .1 I "I I I I � ­ ­ I - � I � � � � I I � I I I I I I � � I � I .. I � � I � � I � - � I � I 11 I I � � I .1 � I � � I I I I � � : I 11.11 1. 11 � � I I I I I I, � I .11.1 1.11.1 -11- � I I � 11 I I I I ­: I ­ � � I . I , I � .1 .- I �. I ­ - � I � I I � � , - � , � I - , , I Bruldi CO&: 11 - 1. � ­, � I � � � I I � I log 11 .1 - - I I I I I 11 I I - � I � 1, � 11, � I . � I I 11 I I I I I I � I � . I I I I I I I � 2� 1 1.11 I 1, I I . I I I 11 � I I I � I - I I I I I'll, � - I I , � I I I I . ''I � � - ­ ­ I I I I I . . I 11 � � 11 1. ­ 11 I I I I . I I I 11 � I � � � I I � . . , I I I 1, I 1. - .1 I I � � � � I I 11 11 . � I � I � � � � � I I I � I - I I � I I I � I .1 � I I I � � . I I . . � � 11 � "''I'll I � I I I . � � I � � �� � 11 . I � - I I ­, I � I � . I I � I 11 11 � ­ � I - I I 11 I I I 1. I I � � I � � I I I 11 11 ,� � ��� I I I � ". � � I I I I I I 11 � 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 � � I I I I � . I 1-11 � � I I I 1, � I I , I � � I . I ­ � � I I 11 I � � 1. 11 I � - I ­ I I . . � I 11 � � - I . � I I . .1 I .1 . I � � � � I I I ­ I � � � , I I � I I., I . I I � I - � I � � � I I , I 11 � I 1. - I I I I I � I I I 11 I . I I I I I 1. , 11 I I . I � I 1. ,� I � ��� 11 � I I I I I � I � I � I I I . I 11 I I . � � I I I � I I 11 I I I I I I I , I 11 11 I � . I I I 11 I , I I . I � I I � 11 . I � I I I ,. I I I I 11 I I .11 11 I � � � 2 � I I .1 � I 11 I � I— � I 11 �� � I I I I ­ � I . I I I I I � I I I 11 � � � 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 I ­ � � � I � I I I � � � , I �. � I I ­ �. � � I I -1 � - _ . , � I I - � . I - I I � � I 1, I I - I 1-1 . � I � I I I I - � �� 111. - � I ­ I - ­ I � , � � 1. I . . 1. - I I - , I � I I I I I I I I— 1. - I , I., I � - I I I 1, I I I , I I I - I'll � I I I I ­ � I . I I � - I � . I I I I I I I � I � I I 1. I ��� � I - . 11 I 11 I I "I I I I I I , I I I 11 11 11 I I I I 1. I I I'll, I . .1 I I � I I 11 ., I . I 11 , , 1. I I I I I . . I I I I I I I I I I 11 I I . , � I 1. I � � ''I I , I � I I � I � 11 . I . I I . . - � � I I � � � I .1 ­ � � I I � �. �. � 1. � . � � I � � I � � 1. I I I � I I I I I � � ­ � � � � � � I � 3 � I I 11 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 I I I ''I I , I � I I I . �. . I � . I I I - I � 1.11 I I . I I ­ � I I I I , � � I . I � .1 11 ­ � I . 1. 11 I 11 I I I . � � I I I I I I I I.''. � I � . � . I I I I � � , � I I I 11 I I I I I . , I 1. I I I I I � - � I I I I , I I I I I 11 I I - � � I I 11 I I I I � � I I � I I . . . � I I 11 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 ­ 11 I I I I � I I I I I - I � . 11 I I � I � I 1 I I I � I I 11.11 1, I , _ � I " ;, - I I I � I'll. I I I I I � I I I � � .I. - I - � � I I I � I � I . ,� '­ I 11.1 I . � , I I � I � � I .1 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 11 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 .1 I I .1 I I I I . I � I I I I � � . � I � I I � I . I I I I I I 11 � I . I I 11, I � I I I I ... I � I I I I "I I I I � I . I I 11 I I I .1 I I � I I I I � - I I ­ I I � I I I � I � . I � � . I I 11 - � I I I � � . I � � � I � . I I � ­ I I I I I I � I I � . 11 I . I I I I'll, . 11 - I I I I I .11 I I I 1. I I I I I . I I I I I I � � I I � � � I I I I I I I I , I I Put cacti dwelling unit construcipri Oil the property , ­ I �: I I � I ­ I � I I I � I I , -1 I � � � � I I I I I I 11 I 1. 11 . I I I "Ill I � I I I I I - I 11 ­ 11 I � , I I I I I I � . .1 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 ­ I I I � � I I � � I I , I I 1. 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 11 I � I I :"?, I I 11 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 I I � � I � 11 ­ � I I � � . I � I � � � I I I . . 11.1 I I � . � � � � I � I _ � � - I I - 11-1 ­­ .1 � 1. 1, I I � - . I I I I I 1. I � I I , I I I � I . I 11 � I 11 .11,11, I I .. - I 11 I I - � I � I I I - I . - � .1 � I I I , I , I I 1. � I � I I I - 11 � I I I I - � ­ I � I I I I I I � I I I � � I . I I I I I � I I I -1 On 11 ­ I I ''I . I I 41gp I I , -1 . phas'a 'LytttgWaA priorm, the issuance of a builrlingpe it for the fi VO . '1� I I � I I 11 I ­ 11 I . I 0. ft '� , I . I : I.. I I - I-SMAI., ,_ I'll hundmil4t (500 )dwallmll inift within the Property, the aggregate, retailsp000 withru the � . I I I . . I I I I .. I I I I _� 11 11 I I I 11 I � I 11 I I .1 I'll, � I I � � I I � I I I I I I � I I 11 � I I I I .�� I . � � � � I � - 1. I � I I I I . I I 1. � � I 11 I � I � , . I I I I , . I I I I I I , I I � I I � I I � I 1. � I I I . I - , 1. , .1 I 1. , � I . I � I I , . 11 -, .. I I � - ­ I , I .1 I I I 11 11 I I 1, � 1. � �, "I I . � � � I I I I I 1. 11 -1 I ­ I I I I I'll .1. I � 11 I ''I .1 1. ., I , I I 11 I I . I 11 . I � � I 11 I I ­ I � . . I I I 11 I � � - I I I I 11 I I I 1. � , � 11 I I . I I I I - I I � 11 I � 06 Q0,4raburwacrio S a roskilqnfial lot shall have more than one-balf (I I-)) ". I I P_ N 5 � I I I ­ I 11 "I . I I I � � � I , , � urfw , � �� � � I � � I I � � � : - I I I I � I I .."111 . I 1. - - � I I � I I � I of land drai, to ic:� I I I ! hP o eL I �, CokELAIT-i:o-rlth-10-0-1-p-ro-Le-p-t-s I I I , Cash unty for faudingtoltoolprojeds winhinthe , ., I �,rslndl boatoifinfe' , to'Albanarle Co I ­ � I � ­ � � I the Qwm , , , �, �­ _ , I I I muAity of Crozet Slid showaun the County's Capitol improvements Program, as foRows: , com. � � I � . ,, , � I I I -eight thousand (48,01M) siptact.1fouL 'Prior to the issuance pfit , , I'll, ­ , �: property shall not exceed forty, I I � I - , the iggrogaso I ,�.� � � � - 11 I thousandth (I(kK1s`) d'a,ciliog �widdn thopto �rty, � I I building primut fprilic,one - , , unit' P I . � � ,.", 1".. I I I I � I I ­­ I . I- " 11.11 . . �,� I I acrc I I ''... I I I .1. I I I I I I., " I 1. I I 11 ­ I "I � � ,� I I ''I � I I I I � 11 I - I 11 I I I 1. 11 I .1 I � I , I I .. . . I I I - 11 . . � I I 11 I I I I I I . - I I I -4 Point � :.1 11 � I ­ � G., All drainage from at=ts shall be icarried scroqs lots, in a Storm nwer to � , ''I 1. � � � � I - _ , I I dollars,_(S 1,00�(*) for each Single hardly detached unit, five hundred dollars , , I � one thousand , , . , , I I I � - � I I I � - I I.- ­ I 11 it, hundred fifty, dollars 6250�00), for each multifignily I , I I I "I I I I ' f Pd I used ' din jansid, (96,(M) s I � 11 re.Wi,�po�owidliri,*�P�r6,periyah.allnio�.PN....I......Dtnety-my,, W Z ­ I , I I 'a ecL Or I I I I I : I I I � thou, send five hundredth ( I - - dil 1,500:) 4w6ling, unit . tothaissuam''Coor"A ding permit for (1a; Ono . ., I � 1. � I 11 11 I 11 I � I I I I'll I I I I I I I . � beyond the mar 0, fda; building sim � I I I 1. ''I'll'' I - I I I I I � I . 11 I I I I I 11 I . . I I I I I I . .'�.��11 �� � � ., � I � � � � � I I � � I � I �� - � I . I I ur, and two I - I I � ch , � 4500�00),fiiran I rovarbouse, . .; �. I ­ � shall ha pad at the time OfOut issagltcad the, - I I I dwt`114 unit I - , , , I , ., , I I I I . I mulm � I I ­ � . .- .11,11, typert th retad spaeor within 1110, PT ,., y shall net exceed one it A , I .11 within flic. P " , "", 11 - I I I ' ' , , riggragtd� 'Id 'Oil 'he " fr� I I I �� � I � . � � � � I I ­ � � I I � - I ­ I � I � . � c Stopper than t � an 0 1 SYS to lots will not b weary � I ff� The 01 shall dern narrate don drivew I 11 I I I UniL , . 11 ­1� . � � I ­ I I I I I I I th- � ­ � ­ I building I pemot fo`X:Su:;h dwelling unil, If the Msh contribution has, not heen oidatualod by, �., �-P , , I 1- I 11 -1 ''I'll I I I I � I I .1 � I I sfro!n#kodate'ofthoio�uani*tif,thtl�st�� I 11 . I � 11 perrint f4 the two I I I I I � "'l-, i : I 111. I I f .on and (I �, I I f b '"�sq ­ YnWn the I on -four a7 I I � ''I aw I I � I I 4, dth 2 I brig ron tw I El 021 I., � I I I � I I , I W be I 1 (20) percent unloss certified by an engineer fact the driyew ay at the. Proposed Steepness WO'. d � I I I I I I—, I I I I I I ''I . I drivewii��Qndsbsil I I ­ ­ 1.11 and, ponvement, for yehicles,(includial; amorfgurcy ycht4;Jes) to use the I I 11 1 1 , 6 4w I - 11 I r a w6jPurposc%vithinton(My I I 1 11 I ,�: poustry f; ; , Shall he rellinded to Oro I I . 11 I I I , � rvd,derdial�hinlrlftrg permit within the Propofty��idl im,experaded, poids . I ­�­,� �, I I I I . I I 11 . I.. �, 1, I I . I I � I space, I 11 fovr� Retail, . 1. � � I d .no 4_d.d . - � . I I I I � I I I I . I t ,- I y 11 I I I . I I I I ro� � t I I I .1 I ''.1-1 Safe - , I I I "I..., I'll, I I I'll, I I I , hi as ic ; I ., , I ­ I I �: I ! Or th stvzttmt�dic,algent&tcmtinc,,iv�illail�, I -1 I I � ' d 'adn Z ni e gn . � � I'll ' �d I I I I I 11 ­ 111.11.1111.11.1.11 .11, I � I:— 1. � I I � 112 �.. 1. I � I I I I I .I .. ,,.,.I I I � I I I I I I I ." ­�� � . .. ... .1-1 I I I I I - I'll I I I I . I . I � I I'', .1 1, � . ­ OwAon I 11 ''I I 1 4 or SO) I I ". I � ­ - I � I I , "I I I , I I I I I I 11 . � out In V., do ,ft,"s - - I I : � ' � It ', I I I , , , 1. ,. - I � . � :� , 1. IV pur I o � I 11 I s'� g ' 1. 1. ., � I I I 1.11, I - -1 .11.11 - I , � I � I I I . - I., I � I I ''I 11.1 I I I . I ­ I I 1. . , I I I I I I I 11 11 11 I 11 I I I I I I I ,� I - I to Wilbur one, (1) year after the data mmZMA 2004 . I � I "I I I I . � - - � I - 1, . - � I I I I I .1 I �, 1. I I I 1. I � � I . I � I I , I I I � I � I I I � I - I I � I I I . I I .. I - , I OF, the .1 � I I I , . The Owparshall overlot grading plan atecti I � ''I , � I Ove suntan an � , I , 7., : ,� , I I ''I I � � graidirt 41 pro'n t . I . I . I I � I I , I . 0 � I ­. - , g lbti: � I 11 f k nt* , no 1, I I 'ha, I KLa-sh xxlftlw��s I arp � 11 11 I ­ I �. "I 1 4, ,: � I 11 : : 024b; T,riovpd, or-withilithirty(VidaYs. aporthimquer.t bythet]oumt�, whicheveris-Sooner, I a; I I 1. ­­ ­ ­­ 11 ., 1. ,. � I - I ., I I I . 1. - I I . I � die nauntoffiltythousanddollus , I I County fir ar I I I h emuribylion to lls�, 1 _141w-maka-913119- I � � 11 I I I , I I , , subdi sion of I I � ' vi � -Amn (hervir , , � , - , I 11 I I I . 11 . requirements of this so after1he "Plan � with the applicatioalor each I I I'll, I I I I , . 1. ­ ­ . I I I I I . , . I ' "ly anor -ral I . . I - I ,,hrA dwelling units shown on the Gene I I ,, , I , , I I I'll 11 I . I I thesiriglefmnilyd�,�tid"aad,�4a&ltf I I I Pari � I I I I I I I 11 .. 11 I I 1. I I . I I I I , , I 1, .1 I I � � I . I I a ut I I I . . I . ­ I ­ . I . 11, �. 40L r � � I I I . I I I 11, a 'i, I I W � p, I .1 - I 1. I 1. 11, � � � � I.: I � I :.11 . � I I 1.11, � � � '1� � I I ­ � � ­. 11 I I �. 1 ,� 1, . I., . � � . I � � � 1. 1. - I . � , ... ,,,,, I I I the owner"I malos, - 11 - I . I � I I I , a ears , J I on shoo, 5 :. � i plan for lbu-j��jc; pat - ,,,, � , T k land shown, , I OAWA)'fl rpose, luisfing a niame, .1 1 I m- , I (S5 or'dre On . ,of _ _,-pori Ma$rt; pi , � TOO Ithe ' pjmr�li Iftho Park MQrW ants 11 .1 1, _ , � I I I - I � . � I � I d topographic features to be , I I I I . . I I..., I I Devoolinumt Plan, The Plan shall sti4welinfing an Proposed I I � � . I � I I ' I � I � - It the JPVVI � opir I rent o po . , I � .1 I 11 be appm by the, � I , , ''I'll : curial a f tile p sea subdi visuriL , The plan, As ­ � . I � I I � I � I ­ 11 I I'll I I : Tha Plantiliall drsecusursto, t an ,h, or to the lot _� ox'M at least too (10) mot int widt I I 1, , "I'll, I facing thestree asv* no , ... " ,, ": . .... . I I ".. . , � � 0 0 brio if it is less than (I 0) lort, from die pork n Of fire structure I . I I ­­ I— -1-1. -1 - � -, I � - . I "" . I' I ;,� � of 9 of tha General Develo hot _ W,for�lr,ii4=iift�t4c��dolini�s(,$-,,o,bo6�(m).,�4iiyr,�njulmng toolsonnyberammod complot � I 11 11 I I'll - I � . I . I I County & � '�� ­ .� , I 1. 6"" I 11, tuidivisioa Shall be graded , I 1 1. I � � I I J'of thesundivision plzt� The s". , I � I . , __ , I I I I I I sinaer prior to .... _ approvar, _ .... ... . 11 11 I I I I—. 1� I I I . .­� I I I I ''I - I � I 1111 � I that Wil noth .11 I I � tba d I po ,to dwellings ., � ,6 served, I I.: � � � �, � L . ssible entrance$ . � :", , , , � Scant t� � 11 I 11 � � . . . I � � � I st"Ver Arm0o),11,17-910ma'i '' ."', I I I I I , - - , , ,, , ,, , �,.,,,. _ � � � . s . � I � I I ad f and parks and recr d �provamants as de-sedbod in , : an. ,, no , I � cation prmocL � I b), I � 11 , by fbe QoUhty and on I I I ^ dod fo, within two p) , I P r fijo�,P Muster Plan . not ex an I 1. � �� ,� I I . -1 cy Shall be issued for aity.dwelliall on I I I � I N I 0 1 I'll I I 1- � I I -Z occupan � : I as shown on flw app I .1 I o cedif - 1 � I � I I , rbvcdplltiln� I I I I � I I.. I I � . � , - , I ' consistern wigilhe I I I - I I I � I . I County ' ' ii low deternimed the lot Js not graded I., I I - � � I I I � lol. die Engurel � . - � I .111 . 11 I I 04 arca�Alpo Shall extend from the cruraxices to OlOihnivewa SOT , Th 4�,gtad � � - Y15, , by ketrurway . .... .. ...... , ..... ; , . I I ­� � � . I I � � .. ,� ­ � I dwoll gto strtct,�': .1 � 1: I I I I I I'll, I � , . I w4l;w4ye the in the I .111, I . th contrib Js I � � I I ­ I utroh" � � .1 I ' . I P- pbs-lbuc#- d to the Oww" I -0 , �iti�uaon,a�u�expeudedf�r*.:"Ittertfund-- , 11 years:lrom, : .of the W � I I a where . , I - ­ � � - , � I I . I I I - � - "" � � � � , ,. I I I I I.I., �� I � I I ''I'll'," ''I 11 1� I .1 ­ I f I � ed gradin, g plan, The VI shall Satisfy the � oil I I I � I apprOy- . : �� an, . ", ::, . � I ��� � o ri#�, I . I . . .... .. , - I � � ,. ,. I I I I I yaquiudus � , , �. � � . .. I I I I , - , '' _� . , __:, . I I I . �� . - I 1, ­­­, ... 11 I 11 I I . I I., � � I I I'l- .111 I � I., .11 I . I 1.11-- � I � � � I I - I � . I I 1. 1. 11 . � I I I I � � 11 1. I �, 11 I I I 1, : ,� 1, - I .. I . I'� . � I I I I � .1,111.111, I the Pae*, mastrr.Plaa�lfial 11 I , � � I rovided that,ony portion,of thocash contribution not t , ' to load , , _ � , , , -2, 11 I I P , , ,,, , , ,, I - - ded hervin, Shall be reftmded 16 tho0witer ", "I''. . I 11 ­ 1: by the. 11 I - p, 0 in I I � is onty - pro- I I I 1.1"'.. 11 I I � . ,� , __4 , - , , , �'. I I I 1. �.. .1. . I I � I � � .­, I I � � I I I I I I - 1. 1. I � ­ �:2 .. .. .. _ 11 I � � � I.- I I I - � I I I I I I I'll, 1. I ­ .. I., � �, ", I ­,­ I � I... �. 1 I ", I I I I ­ , I � � � � I I 111.1 .­­­ ­­­ _­­.", I ­­ � I 1. . - I I - - I I � - I I'll 1. . I I ,.. . . � - I 11 - I ... I �.. I I I I I I I I I , 1 ., I I , I . I all ., 4ccomintizv, I . � A, : : The ?I= shall hours, building sitc% SAO I I show, piolai*od a � I I '' , : , � I I � I I . � r4oldir t f his did he waived by dW County EPOMr by � . I I . I� Any craw 0 1 nim . par tuay - . I - I I I � I I � 11 11 I , , I Jf`snchaiVq4ustJ4,ro_c;1L.'', I I ad I iball, include, ry urarl�, p at. . - submitting a waiver qunstividithoprefini '' � , , ,. rousineo �, 11 I I I I I - I .Cc � ­ I 1.11 I � I � ­­ �, I n the time lm I I I I : I paragriran 1 5 irsuch loncis We not , pro eddwrcin, � � I I I expended wind I I I I 1. � I � , � , - � ­," � e noedid to that the , ,, I .1.1 ,�� I usfls,�and other feature. tho'couthy Enginecr actermaic.s. ar , ,,,,, "'Vvrify , :: 11 � � driv 11 - I . ­­­ � I ewrt5* I , "'' . I I I I - ..­. ­ 1.11 I.., I I I ­ I � , , I "I . I : I I I , iff 1 caginecir's r, , . oil � map , , I VON (it) 4 vicinity, I I (i) a justification for the Amurst Weaken � in trotern, a, I "I I ''I'll - .1.1 I . 1. ­ - � - . ­­ . I ' I I � �� - �. I I I I I I � 11 ­ I I I � � I'll, I � .-1 � I - 11 I ­ I �. � I - ­ I I "I I � � I I � � � I I I i I - - - - -1 11- � I P of this paragis - I I I ''I''. I I I 11.1 I I I _ , P117 , I I I I lari.satisfies,ifiq *q ,, _ ... - � I I � I I I _ - I I 1. I , uds fictudrod( � listipono(I)Jach , no arms It , , . P00) I x � argarairedrietwork �kycalr , 'equa ,six ,, -at I I �: , showing a I � " , ­ I'- , , ­ � �.11.11 1;1 ' I I I I I.- - � 5� dwelling unit cbrastrucasil on tho PAXPOV, tho � . I I I I I I y for funding parks and roomed or, pvpj octs and � I 11 I I I ,�..�,., I 1�­­ � - � �.." I I I � . I � I . . � ­ , - I I 1 '".., � . I I I . I � ­� � �� �� � � 11 I I _ I I �. - 11 . I.." 111. 1. . ,�� � � � I I I I I I'll I . I - 1.111. � I., I 11, I � � ­ ­­ � 1- I � I I ... . .11, I I I '' 11 � . . - 1. � I .1. ".. � I—— � I ''. . 1. .1 I I I . : , 1. � : , B, The Plan Shall be drawn to a sc4dt greater one (1) inch equals I not , � � tharn fifty (50) : ,: � I I I I I I I 1, I � I - I-— ._ - - I 'I, � � I I � . � .1 . I , . -, , - I 11 . 11 I ­ 11 t � 1 I I I notActil al I IWO hundmd (100) feet � fim. (Ili) a On 1 ri,w: cr than Ono (1) inch W414U t , , : ,:.. I—— , R I p apa, a scat " I - � I I I I , , I 111. I 11 � . , (5) foot I -6 . I I ,ar ve rrf fie, perty; Crv) topography of the prop ., ()'at I as , I , showing serveyed bomidan p Owner I I ,,, , 11 I �gr='.within driftricand: I I.. , _ � . : � improv it lenproycowntserc , I I I � I , - I . I I "I'll I I I I I I � I � .1 11 I I I I I I � � � ­ I I - , 11.1 I .1 -1 - ,� I I I 1.11 - ,. I", I I I I I ­­ I I I.- - I . I., "I I I . I I � . fam, I I � .. I � I � I I � I 11 1, I � I I I ­­, � 11 I I'll "I'll I I - 11 � I 11 11 I I � � � I I I I � - I I � 1. I I I 1 I ­ I ' , - ., '' - , , � � I - 11 I I I I . � , � , 4, '00 I � I . 11 - I,. - � Stan , e five hundred � being, I I I � I ­­.- � vided atul'on abutting lands to a � I I I I 111. � mtervali t0i the pro ". Sam I'll I . 11 I . I . 11 - I . I : . � ''..., oedy 11 � 4. Master plan -as evaileft c,firading allows, as I I � � I � � 11� I I � I I 1 1.2 � I 11 I � I d : ialied unit, five hurribod :: I 11 Single birth y� �� t � I follo I I 11 � I I 11 11 I I I � �. � I ­ 11 I I I I I I I., . I . . I I I I 1111 ­ ". I 1.1- � � � - ­ 11 ­ I I I I I I 11 11.11 - � , ''I I.I.. I - I .1 � � I I I � I � I - shown with voluour ialcivirs not, greater than hVU:::,: � ; C, � All Sect grading - 11 , '', I .1 P -PO shall Ix I I.. I I I �. - . I I - to be Wfficient by the agenti I ­ I .... . � � � I : :� � (�klklj lect from the bound- lincoralesscrdisitancedigermined I ,. I'll.- 1. I 11- .1. rY., . I 11 I 11 ...., ') I I.- . . I � 11 I I - � ­ I - I 11 �dp � "..1. � � ,,, I tho4ocations.'of Wroartrs,: SOMI, U00rS, StOali 6,01tos, OC . lams known �odlanris, and 6d (19 It � I � � . . . . . . I I . I I � I � ,ed,fift d lars(�2,50-00)lbrcacli � � � � * ry .6.1 1. , twolum, ­­, ­ I - , - , , , .1 � dollars 1, , � :, , thi F, � ­ I I :; . I I I I 1: I (2)� fed, � AN concentrated surface drainage over lots shall be clearly ,shown, 5.. ith tkpo�lprotpraad ''I I 11 I ...'''.1 I I , I 1. ­ � I _ .. .... �­- , ,, - - , , , ".. I I I I I I I'll . I : Pr ' , , d - id : sradywoullbp Shown to more that sorf�= r10#;V-anPW,VH,a' , � ailing All -Posed I ,,, � I I , , - I - �. 1. I ". , " ­ � � .. I I � I � I : liscs � � hou of parkitig;, as applicable. lo, 11 11 1 1� - 4, layout of Sir and , . 1. � the propose edq lots uafi!)#ts, � and, too I � � � - . I ,� ,� he alternative proposed, , I I � I I I 1. I � "I I I I - E coex shall 4onsidcr -khoiber tj the"CO-ty agin" I I muld, � p4iiv,4*h$to&boiATarY.,bQW�,ve4lffic � � - I I I _ Qmoij dollan ($50,0w-00),Ibat would , , I I - 11 I � I 0""'"' I sr ..... , ., � 1. I .1 I 11 � � I 11 acwvifidls­� , ­­­ � � , =,the flooding f dwellings intho oventolkla''Fi.41,. , I 1, . ny 0 . . 11.1111, I ­ 11 ­ : � � adeq �ruhof,f I � . I ­­­ .1 � I I I 11 . 1. � . � �. , 11 11 I 11 I � ''I'll .1 11 I . I I � � � mvirwing a waiver request, , 1. - "I � I � ­ � I I I I , I'll I I � 1. � rat ah't � I I 11 , - � �rsaosoos the purposo oftim mquirwinvot to be waived,to at IQ . ... .... - I . I � ... qi�dvalam I , � I . � I I 11 � I � ra, I "I I., - hy, the Ow ' � I - I ... Ill � 11 I I graph 5, in TevoVa of,dre cash proffer 11 I I I otherwi 6 , unit I I I I . I I I . -1 se� . I I I er referenced in paragraph 4 is, not 11.11 11 I 11 I I J I I 1. 1.111, � �. � I I I I - � I I � � I I I � I � I I . � I � I I I I I I , I I - I I with'turf,gsiones ( -), ,., � . I I I D. I � I - ' ' la shall not �: I I I I Graded slopes, On lots proposed to be planted - I � I'll I - I .. I "I I I I ': , �'. , - . - � I I , 1-.1-.- �� I � I �. � � I I , , � ,� I I I � doicau i - 1 1��JJ f rant requiring Waipliance with . � � ­ I I I I I � � I ,, T, I 11 . . u'appinvinsawalve ibettmary,44mecTs '...._13100", , I 11 � � . I I - 1. the_coaiity�i Subdivision � I I . � � , , � � d nof terivard th ' oSas of I , - I'll - �� � I'll : the requirement offris couilidon.w 0 P,U,rp- , , I referat"d - 1� , .th I 1, .. ­ , , It 5 I I a I I I I , sumciinifto .Y,,p ty'aportion of Quas PEO -tor , , ., I 11 � i feet of hodwatal distance for each one (I !fibm of vatical use or I � CAMed:4 . I gradient 6ffirce, (3) . . .... __ � � I ­ . I I I I , , , I-— , � , with low vogtion as detertrimed to be � � , I � , 11 _ I 11 1. � 1. I - - . I I W , _ W a=vc rb� pu he interest; 0,, granting the waivv­ � I.., � � I I � I :: th " '' 6'li ,d 'L '. , I and .nmrProt Ordinances Oro " , , __. , 11 I I � ,� I 1. � �� �,­: A , � � I I ..'' I 11 I I ''I :: *:P . I I I I I 11 I " J-, Master plen, ,If the County , � I , 'ar . I I I desefibed i I ­­­­_ �tl �_f �, I I - I I , , ... e County TOR), substitute act mes shQ�;)m,on , , , , � I , " I - I manacaranee, � I I Cd I I . - as , .1. 've I I I he I " #41 I'— ­ I I I - (4110:1) StIverslop" I 11 11 11.1'. -11 � I I I sechatent,09 :: I � Val, Of An grosion and I I Z repriate by the C 11.1 I I ,� authority in its apppd �, � I , I apia ,pmuy,.a pxwg= � I 11 I I ... ­ , - --1. . � I 4ov, I old not be detrimental to tho publ�c health, scif�jy:or welfinc, to lba-,ox CAY 0 malucat OV� wu I � I I I , � _: � I I I .1 I 11 ''Ill-, I I ­ . � '' - �. , �, . - � � � I . 1, � I I � , I I I � � � I - I � I I I I I I � � �: the Project, and to the land aeli4eni tberm� . I � I I , 1". I I I I � deternannes i I ­ I I I I � Aletc��csm 1� 11 I '' � � I � I else ore,ift e ......... ''I in I : . I I I . I I - M ster Plan efacilifiesshown, dr.cparkmaster?l 11 . I not � I I I an I I I I I . ,, fireporL. as locart , . I 11, I � � I 111�1 � I -1 I I . I trip Ovit)% These I ' hall ; a�gr* . cited Rentuf two'(2) : I I not = I I � � � ,� Plan for the land di , ac I srccpe�s, opes a I � I I � 11 "I I I � � I . - I'll I'll, :1 I I I 1. ­ I I � : : : :: � ,� � - � , I I I I I I I'll I 1-1 I - �. I I . I � � I I I I I - I 11.11, I I.., � . � . � . I I I., I �� 11 I I � . I or , _ _ , ,, I I I . �,: , I � � _ , - I I I � I "I 11 t shalt be, paid at the time of �:., I I I � grum � 6 cash contribution for � � 11 - � , ", �, co Ann� of crozaL I Th otrab'dwelling on, - -1 I I 1. � ­, - ,�:, - .1 `�_1____e.11_t__ ­- 'i_�,�rb d"'othn - 'In , I lm;- it V unit, If the cash Mind - 11 ''I - � I , butionhas not b" I I I - I I I'll I I - � I - I I � � I I., )"rigicssthicount I 11 (1) foot of Aimlical rise or fall (29: 1 , y � I fed ofhonzomal. distance for Mch one 11 � . I I ,ad - � 111 I 1 scil � I � 11 I addrcs, �� I I finds that the grading reconan 1 � ,,;::� - Encinocr I , cridations ,fdr Steeper slopes havc._ � aquattlY, ,, � I I I I I I I - I 1.1 � � . � , I I I 1, � I . 11 I I -1 11.1 11 I � I I . K�: :..-nidowuQl:.mayioqucAthathc-lplwlbcwncndc,do,tunytigie� Allarnond"IM0, : I � � I ­­ � I 1, ,� I I � I., . I I 1, : 11 ,ingincer - � � 11 1. . 11 � � 11 . , �: ,,h.i�h�.��,i�"tint�.nie�4,t����anorovalbvu Coumvf ­ I 11 I I I � ac I . I � � � SPATIAL ENCLOSURE RATIO � RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village # OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 MAXIMUM EAVE ii i 1000 RIGHT OF WAY SETBACK/ BUILD- � TOTAL DISTANCE I I I � I I i i .1 i i HEIGHT (BASED ON i i ROAD . . (FT) TO LINE I I BETWEEN , I . I 1� � i 1 i i ,2 SPATIAL 5 I 1A _&3 RESIDENTIAL DIMENSION (FT) BUILDINGS (FT) i MAX MAXIMU . 11 ENCLOSURE RATIO) Claremont Lane I I 1 55 1 8 71 35.5 11 I - Upland Drive 49 . I ... -1-1--l-I.- 8 . I 11 � 65 32,5 - Old TrailDrive 150 � 8 66 33 Glen Valley Drive - 161 8 - - 77 38.5 � RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village # OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 48,000 SQ. FT. 1000 96,000 SQ. FT. 1,500 144,000 SQ. FT, 1 2,000 192,000 SQ. FT� CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village . I BLOCK AREA I I CLASSIFIC (AC) ATION I NON-RESIDENTIAL AREA. (SQ, FT_,'� RETAIL AREA (SO., FT,) MAX CONDO �1 APAARTMENT UNITS TOTAL UNITS 1 - I CROSS RESIDENTIA L DENSFFY (DWAC) I � I - - I � RESIDENTIAL UNITS (1) I 11 MARKET RATE UNITS 1AFFORDABL 1 I TOTAL # REQUIRED MAPKET RATE % OF TOTAL AFFORDABL. UNITS UNITS E I FOP, SALE I 11 I ... 1-1 I ­­.""'', � FOR RENT APARTMENT S I— I I . I ACCESSOP y I I I -1 I 111.11-1.11 11 I : I I TOTAL TOTAL % OF NUMBER TOTAL OF UNITS UNITS ­ I I I I BANKED UNITS I I I 1. I - . � I 111- . I COMPLETED UNITS 5 I 1A _&3 RESIDENTIAL MAX UNITS 24,231 MIN. LOT MAX MAXIMU 0 38 38 1 7. 15 31 82% DENSITY 0 ALLOWABLE SIZE SO. FT.) STORIES M LOT 1 .... I ......... - I � 11 1 7 � I B C BLOCK TRANSECT AREA (ac) (D.U./AC.) 0 NOW RESIDENTIAL 1,9� 33 . COVERA FRONT SIDEYARD REARYARD MIXED USE MIXED USE NON-RESI- MIXED USE 1 13 DIST . .6 FLOORAREA GE SETBACK SET- BACK SET- BACK 0 0 0 0 0 :_r N (SQ. FI., DENTIAL/ 0 (MIXED a 0 0 0 0 0% 0 � i 3A 1 3B - 3D ____ MIXED USE , USE) � I . I . 11 CT4 3-0 28 54 0-20,000 N/A 1 4 I 60% 0 0 0 I (1) SIDE YARD SETBACKS OF AT LEAST 10' SHALL BE PROVIDED TO ENSURE ADEQUATE FIRE FLOW, BUT MAY BE REDUCED TO THE QUANTITIES LISTED IF APPROVED BY THE COUNTY FIRE MARSHAL. (2) DISTANCE TO GARAGE OR CARPORT FROM REAR PROPERTY LINE SHALL BE FIVE (5) FEET OR SIXTEEN (16) FEET OR MORE, BUT NOT IN BETWEEN. (J) REAR YARD SETBACKS FOR TOWNHOUSES SHALL BE AT LEAST FIF7EEN (15) FEET " ** NOTE: VARIATION HAS BEEN APPROVED TO PERMIT 101 REAR YARD SETBACKS FOR TOWNHOUSE UNITS 1-32. � � � � � ! I � I I BLOCK . I I . . . I BLOCK AREA I I CLASSIFIC (AC) ATION I NON-RESIDENTIAL AREA. (SQ, FT_,'� RETAIL AREA (SO., FT,) S,F- &E TOWN DETACHEDATTACHE HOUSE UNITS D UNITS UNITS I I CONDO �1 APAARTMENT UNITS TOTAL UNITS 1 - I CROSS RESIDENTIA L DENSFFY (DWAC) I � I - - I � RESIDENTIAL UNITS (1) I 11 MARKET RATE UNITS 1AFFORDABL 1 I TOTAL # REQUIRED MAPKET RATE % OF TOTAL AFFORDABL. UNITS UNITS E I FOP, SALE I 11 I ... 1-1 I ­­.""'', � FOR RENT APARTMENT S I— I I . I ACCESSOP y I I I -1 I 111.11-1.11 11 I : I I TOTAL TOTAL % OF NUMBER TOTAL OF UNITS UNITS ­ I I I I BANKED UNITS I I I 1. I - . � I 111- . I COMPLETED UNITS 5 I 1A _&3 217 -:17TO _" mixed use 24,231 lu,865 0 0 0 38 38 1 7. 15 31 82% & 0 7 0 7 18% 1 .... I ......... - I � 11 1 7 � I B C 678 mixed use 28, 1 731 141500 0 1 0 . 1,9� 33 52 14A 1 39 76% 8 0 13 0 1 13 25% . .6 104 � 2 I 4-9 mixed use, 46,G29 0 0 0 0 0 0 0-0 0 0% a 0 0 0 0 0% 0 � i 3A 1 3B - 3D ____ &a mixed use 2,500 0 0 0 0 0 13 0 3 0 0 0 0 25 10. 0 a 0 0 26 3 4A - 0 19 3 0% 76111. 100% 0 4 0 6 6 0 0 G 0 0 0 0 0 6 0 0% 24% 0% 0 2 (0) 6 I � 4 3-1 I Mixed use 4,600 - 4,500 . 0 10 I 18 8 36 . -_ 1 11-7 28 78% i:� 1 a , CI 0 8 22% 3 8 � 7 Ph_ 1 1.1 mixed use . I . .0. 0 - 0 . i2 I 0 11 :: 12 10.9 : 12 : 0% 2 0 0 � 0 0% (2) , 1 7 Ph. 2 0_7 mixed use . 10. . . . . . 0 0 14 0 I 0 I 14 20.0 . . . 20 1 . : . 0% 2 6 0 0 6 43% 4 12/1-157131A 57-1 SF 0: 0 30 7 12 0- 6a 11�4 43 74% a 6 0 9 1 _6 26% 6 : 10 3-4 N/A .0 0 0 0 2 IS 0 26 TA 21 64% 4 0 0 16% G I i 1 17 mixed use 0 0 4 11 16 0 33 S.a 27 82% 6 9 a 0 9 27% 4 3 1 13 o 3�7 mixed u,3L 1000 0 29 0 0 0 1 29 I 1 7,� 0 29 100% 4 0 1 0 0 0 1 0% (4) � ; 14 44 , SF 0 0 20 1 a 0 0 20 4_6 20 100% 3 0 0 0 0 0% (3) � � 16: 6,5 1 Ns'A 0 0 25 7 0 0 32 4 _9 27 84% 6 0 0 5 6 '16% 0 � 1718 6.2 NIA 0 0 6 28 (I 0 34 5.5 29 85',% 5 0 a 5 5 16% ( G ",I I 5,120/2021 11-6 mulb family 0 � 0 0 0 I 011 190 190 16,FJ 0 0% 29 0 I 29 0 29 0% I � � 22 12,0 SF ______,_1 I I 0. 0 , 29 17 I � I 0. . 46 3-8 46 �: 1 0% I 0 0 0 0 0% (7) 1 .23 1 3.4 mult, famil"i 13 0 0 13 0 0 13 3.8 13 100% 2 0 0 0 0 0% (2) 1 27 31 SF 0 0 9 a 16 1 a I - 33 10,6 , 25 76% 5 0 0 8 8 24% 3 � 28i29Bi36A T9 SF 10 0 32 a 0 0 r -92 4A 32 '100% 6 0 0 a 0 00/0 (6) 1 29A 1-7 SF 0 0 6 � 0 0 0 � 6 3,5 6 100% 1 0 0 a 0 0% (1) � � 31 B/C 1.2 0 0 0 0 14 0 14 11.,5 0 0% 2 14 a 0 14 100% 12 - 0 15 1 30 0 1 0 30 30% 1 ,I; 1 1 0 1 0 1 0 0 1 0% (1) 128 1 . 7 9 1 49 _ 1 31 ir)g r ,19% 31 24 _ I I 11 I ­ � I .. I I - I I'll, � � I I I I ,� � I I . I I I � I �. , � I . I - - I 1. I � I I 1111. � 11 I � I I . � 32 I I I I � � I I - I I I I . I � 23,3 SF . 0 I 0 71 30 a . 0 I 101 -_ 4,3 I ; I 101, I 100% I I I . 1 1 1 1 ..., I � I I � � I I 1, 11 I I 1, � � � I I I 1. I - - I � � - I - I � � 11 I I I . I ­ ­ � � 35 i 1 1-9 SF 0 0 7 0 1 01 0 r 7 17 = 7 111% =i 11 I I 1. . � I � � I .1 "I'll - I 'I'll I I "I I I I I I �� 111. I � - � � � � I I presented to and approved by die BIDARI TOTAL � � , I ,n",.i.awxifomied'veniQu,ofthomffet�ot=extt I—, - I r 32,4 , . . . � 6 108,990. - 1 56,1127, : . : � - ' 29�855 . I 242: . 161 I 1 164 , . . � . � 2&6 - 053 10A 1 678 68% 1 lr� � I I I � I � . � � . � 10 �Jl I U L ME I 10MU,'�ULL- UFq I I 0 � 4CA 70 Ju. 0 110 1 �7. D _111� � NE: I Ea�'Alrqrlliu 13 1 1 � I I . . . � I . 1. I 11 I I I 1. I - I - � � � I I , whir manuscript clisirgo on Scpt=bs;r 141200$�� , � �� � ,�, ,� I I I I I � I I � � ; . � � I I I . � 1. .� - 11 11 11 � � I I � I I I � I m I � I I I I ­ I � � I I : : . ,fAILABLE, I I .11. 'I', I : I 1. I : I I I � � I I I � . � UNITS A% I 11 . 1. I - � � I .11 .1 I I I : I . I I 'I'll I 11 I I 1-1. I � � 11 - - - I --I----- I—- I � I I I - I ­ I . --- -11 I I'll -1 11 � I � I .. ­ I I 11 11 I I - I I I I I � I I 11 � I I 11 I I I I I � I � I �- - - I I . I � I I . � ( O.J ItIL VW1Vr_1V MAT UAITNT-UMIr UIT aAivn (,rv-rwii.-.� rviT ArrvtvuAcFLr_ u/viiz) /IV //-Ir- r-Vr-IVI AN INUIVIL)UAL ,�)ULIUIVI,WUN t -LAI UK �>//t PLAN UtNUNAlt_') At-I�UKUAULL UNII�) IHAI IN IHL AUUMLUAIL LX(A:&1) IH& t-11-11:LN I I I 11 I I I I I I I 11 I I ` I 11 I I 11 11 -.1-1-1-1,11'. ­­....­­­ 11-1 I PERCENT (15.9.) MINIMUM FOR SUCH SUBDIVISION PLAT OR S17E PLAN, AND SUCH ADD177ONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE FIFTEEN PERCENT (157.) MINIMUM ON ANY FUTURE SUBDIWSION PLAT OR SITE -.1 ...... I � .... - ... 1111-1--11 I 111.11,11,11.11 ­ I � I PLAN, PROVIDED HOWEVER, THAT THE MAXIMUM NUA48ER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (15,%-) OF THE TOTAL UNITS ON ANY SUBDIOSION PLAT OR SITE PLAN. (6) THERE ARE NO OPEN SPACE ANDI OR RECREATION AREAS WTHIN THE BOUNDARIES OF THIS PRELIA41NARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL WLLAGE NEIGHBORHOOD MODEL DISTRICT (7) AT LEAST THREE (3) POCKET PARKS TOTALING AT LEAST 1.2 ACRES TOTAL SHALL BE DEVELOPED THROUGHOUT OLD TRAIL VILLAGE. POCKET PARKS SHALL BE DISTRIBUTED THROUGHOUT THE DEVELOPMENT AS SPECIFIED Oh PAGE 21 OF THE CODE OF DEVELOPMENT FOR OLD TRAIL WLLAGE. PARKING ANALYSIS USE � QUANITITY PARKING PARKING Z Z 0 Z CO ato REQUIRED PROVIDED SINGLE FAMILY 11M UNITS 24-175 �� 44 ATTACHED LOTS, �� , - Q Z (t LU 00 rD CC X @ 5;f2 - !01111­1i�__+ R01-1-- 130 UNITS 29-25 �� 42 ��� TOWNHOUSES ��01 'I 5;_J rn ;T U3 2 .cr ad� co Ct I I J= L� (::) I I I , @ @@_@iiiin Z (3 6 ; � ­_ -1 I ��- J Single Family � UNITS 0@s 9 � � 8 Detached fr 8 OL Q - u3 2 I , W,11 Cl) ;�) Ct - 0 �� AFFORDABLE 5 0 UNITS 11.25 �� 10�� TOWNHOUSES %( - M LLI Z 0 LU 04- ONSTRREET 18 PARKING I TOTAL - 74.25 W" 104 SHARED PARKING 0", P 'N "I'TH 0 , , a*.*", P', , it -t� " 11 Z C, .0 - , �, . � 11- "y '. � � Q ,,,�` - , , , C�.1. "I 1171 ;,, , 1� ;� �, ,I k_ / IV i ". k , , -1 ,- g" � I I iin��,, I I' L ' T �i, /01,11 �) i 1)� ' I" L kc � Nix I I , / 11� "a 2281 I "4v I 1:101 � ' ;�QA'6� 6* V,�� 4�' 6�0� "" I 0 N A 1, - � U) Z 0 IM4 U) " > ULI ce Z - I­ a- C� U (10 LU in Z 0 � > LIJ ty ui !�E 0 "t 9 bj� 9 :� T* M C40 "o (L) W5 * E W (J) (r) 4� F_ 17- �0 ;;1 Z LU U-1 +4 __J !;, !;, (-) U � M U') Lr) < LU 53 % � 0- a_ 0A I-- 'A - LU U.J Q (n U) �4 � > > 0 UJ U.1 a� � 0 � 4) W 0 -4.0 r* 0 � � I CA kn -4 1-4 -I 0 rN -4 p " �, __ Ci C) 1-4 "..4 r" a U_ (0 ,� 11__i� ­�, I _1 M - ", I C �_ rZ *% LU '� 0 D .6 _0 Iq X Z Z 0 Z CO ato �s � Im SCALE 0 IF 'n -1X � CL �__ Z � '1� < 0 = � C Q Z (t LU 00 rD CC X @ 5;f2 � 0-2 �1!3 �2 9Z (t - C) 0) 5;_J rn ;T U3 2 .cr ad� co Ct 0.4c �4 � ",K - J= L� (::) I I � 52 ( Z (3 6 L, :S 9 C) It - - r4 �� , !� 4 0 cc ::� b 1.4 (0 (n 0 LIJ , LL � fr 8 OL Q - u3 2 I , W,11 Cl) ;�) Ct - 0 �� 0 P-_ �� !LU W � Z cc cc 0� Ul Q) (�:) � M . �r � �_ 0 OR %( - M LLI Z 0 LU 04- 2-1 2 % I �11 I , r VfV , -711-1)`o �_ Z UJ 2: r) Z UJ 2: < Z < _J CL I I FO mom U-1 (D < I _J 1._� > .J F__4 < 0�_ �__ I-_ M U I UJ -1 0 ce- 0 0- Lli > 0� 0 _J < ry F__ 0 _J 0 (D Z 0 _J < F__ I - Z Z Z) LL1 �; LLI 7-> W Z) 0 0 0 = >_ Z F- �: Z 7) 0 0 �__ _J 0 0 O� n LLI < o- r) :��; C) LU < ck� " M I rea T- N - c) CD C\J N co C:� C\1 C\I �_ �_ -,t (0 (::) CD W U) 0 0- I ::) a- �:, Ic (D - 12 U) , (1) �_ (0 � D (1) LIJ -0 - 2: 0 (j C: Lu - Z �5 ch, 0� -C LIJ V) Ld �_� Z ::)-0 (-) C: -Z 0 L'i CY __ (0 LU 0 Z rr", 0- _J .S� 'O U 0 __ (D 'Q ;7 0- -1 C: 1-4 3: ID C 77 0 .S 0 0 -0 0 y � N Q-) c -0,C 0 UJ � 3: 0- Q) V) (D � (() (,) (1) � < -0 a ..J - X (1) 0 _J C (D r P__4 �,, - 0 - > E :3 0 _J _0 = C - t... 4 0'� CD a - Z .0 0� F_ W -S Ld 1Z C, CD C: 0 Z - 0 _J W - 0 V) P 0 Z - ::j U3 -1 E 0 0 U 0 - - 0 0 _� __ 0 1 C - 0 q) 0 - 0 0- , C - -, - �) .2 .�: -0 W :3 C� a X .2 0 t :3 Q� � , A_- co � L- 0 0 � 0 UJ 0 _J 0 I- U) - �_ C -0 F-- Q) 0 LU E - uJ D E r 0 0 - Ln -0 - 0 JOB NO. 0 W Z - 02009 '� 0 D .6 _0 0 (n 0� CO > SCALE 0 IF 'n ' ::' -6 NIA C O's� W . C � 0 0) > SHEET NO. -a W 0 2 ID � U) (D U -i- _�_- �_ 3�: i ► i I REMARKS 0: "NO PARKING" SIGN 12"X18" ALL SIGNS SHALL BE IN t- CURRENT ITI : VERSION OF 0 AND THE VIRGINIA SUPPLEMENT TO THE .: '4 W r o U LOT AREAS LOT r. LOT 16 2,872 Q 28% W LOT 17 1,505 SF 53% OU LOT 18 1,204 I i f 53% m DENSTOCK OLD TRAIL LLC ►I ► SF TMP 55E-01—A1—A :8 LOT 20 RESIDENTIAL SF 35% ZONING: NMD i I e LOT 21 3,158 .......::::::UPLAND: DRIVE.'.' MARCH MOUNTAIN PROPERTIES LLC TMP 55E -01-12—C RESIDENTIAL ZONING: NMD GAMBLE, JOANNE B TMP 55E-01-12-13 RESIDENTIAL I — — ---- __ ZONING: NMD PETRILLO, MARK A OR NANCY TMP 55E-01-12-14 RESIDENTIAL ZONING: NMD GLEN: VALLEY DRIVE WILCOX, MICHAEL S OR DENISE W TMP 55E-01-12-15 RESIDENTIAL ZONING: NMD CRAIG, ROBERT L OR ANDREA P TMP 55E-01-12-16 RESIDENTIAL ZONING: NMD YOURTZ, SUSAN B MORRIS, LINDA J TMP 55E-01-12-17 TMP 55E-01-12-18 RESIDENTIAL RESIDENTIAL ZONING: NMD ZONING: NMD MUTCD # DESCRIPTION REMARKS R7-1 "NO PARKING" SIGN 12"X18" rz NOTE: U ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT ITI : VERSION OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE MUCTD W r o U LOT AREAS LOT COVERAGE LOT 16 2,872 SF 28% W LOT 17 1,505 SF 53% OU LOT 18 1,204 SF 53% J W LOT 19 1,204 SF 53% :8 LOT 20 2,274 SF 35% :. LOT 21 3,158 SF 25% LOT 22 1,505 SF 53% J� LOT 23 1,204 SF 53% LOT 24 2,176 SF 37% w LOT 25 2,769 SF 29% LOT 26 1,505 SF 53% w LOT 27 1,204 SF 53% LOT 27A 2,534 SF 32% W NOTE: 0 0 ALL PROPOSED DRIVEWAYS WILL BE ASPHALT. PAVEMENT CROSS-SECTION IN PARKING AREAS WILL MATCH THE PAVEMENT CROSS-SECTION OF WHEATFIELD COURT. of vl.� Ji y L. Tagg Lic. No. 22841 sv� �OkkSSI ONAL SCALE 1"=20' 20 0 20 40 SCALE IN FEET A� REVISIONS AAPRIL 23, 2018 ADD ADD'L TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE JUNE 20, 2018 REV. PER COUNTY COMMENTS DATE APRIL 23, 2018 SCALE 1"=20' CONTOUR INTERVAL NA U w a •. W r o U N O b Z U� W Q O��wso CW G OU ulz A y J W Z �- Wa :8 Q VJ UQ 2 � q O G „I (L Q 0 e W F- 0 j ` ` J� w FD co 0LL � w W w rr a. Lu V N z9 F- W w ^ Z a O ,/ 04 W 0 0 Z REVISIONS AAPRIL 23, 2018 ADD ADD'L TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE JUNE 20, 2018 REV. PER COUNTY COMMENTS DATE APRIL 23, 2018 SCALE 1"=20' CONTOUR INTERVAL NA FILE NUMBER 8053 SHEET 4of19 N r Z W CW G 0 Z �- Z W J Q z a > gT G (L Q 0 z W F- 0 j J� w FD co w W m Q F- 0 0 Z G FILE NUMBER 8053 SHEET 4of19 27A,\ \ A 27 AFFORDABLE 26 ff fi 27A,\ \ A 27 AFFORDABLE 26 210\ 19 AFFORDABLE AFFORDABLE 1 17 LITIT. ESM'T DB 42-57 PG 377 16 EX. /:W/V DRN. E90"T ,12�57 PC ,DR- - ------------ c\l Z 0 N COO, OL (L z U� w Q��c� 0 r1i o0 cLu co 0 LL 0 LLjr z z Qrw�� z cuo)j 2 UQ r— 0L9 -3 ON Fil CC O 2 (� cc CJ < Lo z Cc 8 06 J gQJ (L 0 CC 0, Lu 0 Q n :,zE w co C04 OZ LLI z 210\ 19 AFFORDABLE AFFORDABLE 1 17 LITIT. ESM'T DB 42-57 PG 377 16 EX. /:W/V DRN. E90"T ,12�57 PC ,DR- - REVISIONS A7' APRIL 23, 2018 ADD ADD'L TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE JUNE 20, 2018 REV. PER COUNTY COMMENTS DATE APRIL 23, 2018 SCALE 1 20' CONTOUR INTERVAL 2 -FOOT ------------ c\l Z 0 N COO, OL (L z U� w Q��c� 0 Og o0 cLu co 0 LL 0 LLjr z z Qrw�� z cuo)j 2 UQ r— 0L9 -3 ON Fil CC O 2 (� cc CJ < Lo z Cc 8 06 J gQJ (L 0 CC 0, Lu 0 LL _3 I VN w co C04 OZ LLI z 0 IL oW Z ------------------------- 2 REVISIONS A7' APRIL 23, 2018 ADD ADD'L TOWNHOUSE UNIT ALONG OLD TRAIL DRIVE JUNE 20, 2018 REV. PER COUNTY COMMENTS DATE APRIL 23, 2018 SCALE 1 20' CONTOUR INTERVAL 2 -FOOT FILE NUMBER 8053 SHEET 6 of 19 c\l Z Z (L w 20 w w o0 Z z Qrw�� z 2 z 0O z j 8 06 J gQJ (L Lu 0 w�� w Z 0 Z ------------------------- 2 FILE NUMBER 8053 SHEET 6 of 19 2401 DI APPROY DRAIN AREA "S«1.L4 SQ IN APPROX. AWE GH; Ni] CH FRAME "67.5.1 LBS _ --.........� 026 `,t0 4a X.60 B 1.5G _F_ O 22.50 --------- All------- AL_ DIMENSIONS IN INCHES UNLESS NO -ED OTHERWISE PIPE SIZE THE BACNFLL MATERIAL A-rI LL BE 011RUSHEG STONE OR OTHER (4)jWIATER' GNT,dOINT Gw. B HAS _IGHT DUTY RATIN£`+. QUALITY. MATERIALS SMALL CONFORM TO ASTM A536 GRACE 74&50-05 €ii "a i'92tNi 4150L0SFh'. 13>3»;:tl" W, f kH iP' Yk;t,Gh NYLOP AST PASS PROPRIETARY PAQNTS THE RECEIPT BRAYdN BY fJA MATER3Ai. __._ _._ 5139 VcROi4A AVE DUP`R€4, GA 33318 10" ORPOSSESS0194 OF THIS PRINT DOES NOTOONFER, DATE T,':" OF BEND. T�791 ss2.8&43 PAINT: CASTINGS ARE FURNISHED WI TH A BACK FAINT SIZE OrOPENINGMEETS R€QUIREMENTSOrAM:ERICANDISARILITY ��`N3P:R<SLSwt:NSeiM£!i5 0!'TyEiS!'SIGtdCIR ��m __.._ - ......_.._ Pax t7tE}9x&21:88 ACTAS STATED IN FEDERAL REGISTER PART HI: DEPARTRfiENTOF TECt€N�.,^iL 9dFQRk44:;:kd SHti]^iN HENEIN PNUFACTT OR €sSiiE:N IOr ATPD SY A PRE EQT R4<'3iA§iE ___..._"� _ .H r4��t".� ...__.___......._....__.__..___'�.___— TITLE JUSTICM,26C:C`RPA.R,T36. NOND160R)MINATION ON HE BASIS OF UR AN CONTAINED HEREIN, f1NNIARUFAO•:NRE Or ANY CONTAIfEDHENOF, OR DATE T'r,9t 8 ;; 9IN DROP IN DISABILITY BY PUBLIC ACCOMMODATIONS AND INCOMMERCIAL ARTICLE HEREFROM, FOR THE D SCUT&& .O OTHERS 12" AS SHOWN. SEE DRAWING NO.7081-': 10-66.; FAD :t TIES, FINAL BY RULE.SPORBIUL,ENf:X,EPI BY _1.__.._ Fwh'�'i. .. D'WGSIiE A SCALE 9;8 2NEET IOPI _ Owa€Ol MA11116-975 My NYLOPI AST 248 DRAIN BASIN. 2124A __ ;jPINTEGRATEDDUC1ii..EiRON FRAME S GRATE TO MATCH BASIN C:.L. I MINIMUM PIPE BURIAL ( VA:IARI.,F INVERT HEIGHTS DEPTH PER P=PE AVAILABLE(ACCORDING TO MAN UFACCI UFiER PLANUTAKP OFF: RECGMMENDATON dARIUUS TYPES OF INLET S, OUTLET ADAPTERS N` A LABLE' 4` - 24' FOR CORRUGATED HOPE (ACLS N-12, ADS SINGLE WALL, MNOCR DUAL WALL), SUR 35, SR 40 UWVt CORRUGATED A RIBBED PVC 18°;t`:IN W:DT . GUIDELINE S' MIN THICKNESS GUIDELINE C afi;tAf :ER I T€{AFFIC LOADS: CONCRETE $LAB € IMENSIONO ARE FORGUIDE IRE aNCLES t PURPCGFSONLY, ACTDAI.CONCRETE SLAB MUSTBF..DESIGNED RUHLE;r'• a8°I TAKNGINTO CONSIDERATION LOCAL SOIL CONk7ITIONS,TRAFFIC accoRaIN4 TU LOADING, & OTHER APPLICABLE DESIGN FACTORS, Yti Itis 4'MIN &VARIABLE 6jMP DEPTH ACCORDING TO Ps, NS 1,6' MIN) JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. �j U.", WATER SEWER �`LT1i e)p '�II to yE LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) f . °d L T1: ; it Lic.I.Ne. EASEMENT WIDTHSi WATER OR SEWER ONLY - 20' MINIMUM 2284, 1 WATER & SEWER 30' MINIMUM NOTE: w SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER LINES. ALL WORK RELATED TO REV. #7, DATED 04/23/2018 IS CERTIFIED BY BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT CERTIFICATIONS. 90• TO THE RIGHT OF WAY. USE BRACING STRA ON ALL PIPE SIZES CONCRETE CLASS B ELEVATION ,F ; ty a' PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. 1..I^.�l<>IN[),'\ LION 11'41 1,1(' '�J 4 SOIL l: N .. J?'' [.J I.r. -C, w)N[ }III,("' 1\ BEND PIPE SIZE THE BACNFLL MATERIAL A-rI LL BE 011RUSHEG STONE OR OTHER (4)jWIATER' GNT,dOINT " ING THE REQUIREMENTS OF CLASS H MATERIAL MEETING -- (CORRUGATED HOPE SHOWN) 2'-3' S—U" 2'-6 1'-6 2'-6" 1 1/4* —GRANULAR vAT"RAL AS DEFINED INAS"f1)2:321. BEDDING & BACatPt_L FOR 10" 2°-9 3'—t9 2'—s 2'-0 S-0 2" sURFACL DRAINAGE INLETS 54ALk BE P"CEDR,COMPACTED OF BEND. 18' 3'-6 5'-$' 3'-3 3'-0" 4'-6" 2 1/2' GN,FORh4LY ICA ACCGRDI, 4CE SMITHAS;'FM D2329. ��m I p. BEL USE 2 STRAPS ON BENDS t i3.T FIRWESSHAULSEDIJCILE RON PERA". QPAGE 7;--5505 5'-0 7'-6 3'-3 4--015--o-21/2" TO BELLS. 4" - 6 3'-0 6'-0 3'-0" S-3" 2 1/4 .j- rRMN BASIN TOB S.JSTOMPkNUFACTUREOAC--GR}!NGTQPILA DETAILS. 8 - FOR 18° BEND USE 3 STRAPS 10' INEE.RS AU, NEEDED t"f9f%BASINS Oti%".r W I3JE TOSHIPPNG RESTRIC!§GI'd6. 12" AS SHOWN. SEE DRAWING NO.7081-': 10-66.; ."[ 6'-6 11'-q 3'-9" 6'-0 T-3" 2 1 " <. ORNINAGE.CGNNECTIONSTUB,ION] fIGNTNE.SSSHBx.LCUNPGRP,f R ASTM D:?.12 CTIA H FOROORRJGATE HOPE (ADS 3 HANCOR DUAL'dkt.) Y SRR M PVC ' 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" •siLWt'ET:!dS;:RMLtlf: R1€N mm, 27 1/2" QUA ¢ ANaLC SCTNLCN AOAPTERa SCC URAY41Na N0.7Wi "IS -G18, W 7"iFiAMTE �Ji'Y&w7NS LQAff [:AT1NG WA#iT#pC}RAV'JiP#Gtd� ._........ M. PRINT 0lSCi)YF4 S./HJEE:7'AA:T':Rf:"dY=Nit;`f . RRAYdPd SY EE3G $4ATmP+3RL 'E ai�HVER INAAVB OW -1— d t7 S YS. P WH3.� i9 ) ut t t I 3. :RE RECEIF: RYLOPLTST H 4CPN E flRY RG iT Z Ht:'r"QR� GA 3gd18 1ANIJ a+.t PSEE7 I! r7 s F E.'t ttc «"kit Ei Si OR!'0S ESSIiS�i f bIRlkTD cB hUTC.OP,FER, TRsLSCR OR L€. ER:'F NC JSC OF TtC Ut;^�7 'd ,R DATE 4449 U MH ('iT8)832-VA3 FAY (7T1J 3$2TASq FIG. S -1 -At TECHNICAL dFORMAHON SWWN HEREIN ... ..... A.?PQ RY ..... 4.3A .. .i`ff^W'CQiiiDiNAY§E ,57'3(�SPias#. s.ttar _7t,f1,{�r Pi ._.. .. '.411 £Ti,+5 tRPRODiR,")N OF THIS PRJNT ON ANY NFORN'J:lON 4 �I- - T3T3..N R C 4 AINED HEREIN OR MA.4L ACTLIRE OF ANY AR IC I,HER'EFROM. OR THE.7ISC_084RE TO OTHERS BATE 4-149 24!N DEAN BASiRi QO;CHSPEC!kSYALts N09 DETAIL 95 JR7tDf3i'.N, FX{,i'PT BY ttO €S IC k{FUT"'ih OS'dG SUE A SCALE 1:88 SH9.E IOFI Owe NO, TOHtit9.192 REV B JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. �j U.", WATER SEWER �`LT1i e)p '�II to yE LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) f . °d L T1: ; it Lic.I.Ne. EASEMENT WIDTHSi WATER OR SEWER ONLY - 20' MINIMUM 2284, 1 WATER & SEWER 30' MINIMUM NOTE: w SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER LINES. ALL WORK RELATED TO REV. #7, DATED 04/23/2018 IS CERTIFIED BY BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT CERTIFICATIONS. 90• TO THE RIGHT OF WAY. USE BRACING STRA ON ALL PIPE SIZES CONCRETE CLASS B ELEVATION ,F ; ty a' PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. 1..I^.�l<>IN[),'\ LION 11'41 1,1(' '�J 4 SOIL l: N .. J?'' [.J I.r. -C, w)N[ }III,("' 1\ BEND PIPE SIZE A B G ® E E - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH 1°-9" 2'-3* 2'-6 1'-2 2'—D' 1 1/4" _ _ . ,n .. <� �. = F. -t.._� D L�)t._11`,11)r`,�1I{:.: N ",/I AT ERI€:€_ ;�L KY FOUNDATION MiAT[RIA°:J... 2'-3' S—U" 2'-6 1'-6 2'-6" 1 1/4* ANCHOR BOLT ON CENTER LINE 10" 2°-9 3'—t9 2'—s 2'-0 S-0 2" 12" OF BEND. 18' 3'-6 5'-$' 3'-3 3'-0" 4'-6" 2 1/2' 2 1/2' - FOR BENDS 10" THROUGH 12" 8" X-0,41-312 '-6'2'_6"I3'-3" 2" ;' \ f NFIADJACENT BEL USE 2 STRAPS ON BENDS '-9 6'-3 S-0 3'- 4'-3 2" 14'-617 1S" 5'-0 7'-6 3'-3 4--015--o-21/2" TO BELLS. 4" - 6 3'-0 6'-0 3'-0" S-3" 2 1/4 b _ Y R 8 - FOR 18° BEND USE 3 STRAPS 10' � I( 12" AS SHOWN. Q � ."[ 6'-6 11'-q 3'-9" 6'-0 T-3" 2 1 " 4 BARS 0 12" ON CENTER CTIA H H FOR 12 BENDS 3c LARGER 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" 27 1/2" QUA ¢ W W J 0 5/8 " [. 26 1/4" VIA 'E '6mrn] ' S I [667Tim+ f k Z SHOWING "DOGHOUSE" INSTALLATION JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC, SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. �j U.", WATER SEWER �`LT1i e)p '�II to yE LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC,) f . °d L T1: ; it Lic.I.Ne. EASEMENT WIDTHSi WATER OR SEWER ONLY - 20' MINIMUM 2284, 1 WATER & SEWER 30' MINIMUM NOTE: w SEE PART 3, PARAGRAPH D1 SEPARATION OF WATER & SEWER LINES. ALL WORK RELATED TO REV. #7, DATED 04/23/2018 IS CERTIFIED BY BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT CERTIFICATIONS. 90• TO THE RIGHT OF WAY. USE BRACING STRA ON ALL PIPE SIZES CONCRETE CLASS B ELEVATION ,F ; ty a' PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. 1..I^.�l<>IN[),'\ LION 11'41 1,1(' '�J 4 SOIL l: N .. J?'' [.J I.r. -C, w)N[ }III,("' 1\ BEND PIPE SIZE A B G ® E E = 1/4" e — 6" 1°-9" 2'-3* 2'-6 1'-2 2'—D' 1 1/4" 8' 2'-3' S—U" 2'-6 1'-6 2'-6" 1 1/4* 111/4, 10" 2°-9 3'—t9 2'—s 2'-0 S-0 2" 12" 3'-0 4'-X 3'-0 2'-3' Y-6" 2" 18' 3'-6 5'-$' 3'-3 3'-0" 4'-6" 2 1/2' 2 1/2' 4" - 6" V-6 S' -t0 2'-6 1'-6 2'-8" 1 Ile 8" X-0,41-312 '-6'2'_6"I3'-3" 2" 10" 3'-3" 5'-0 3'-0 2 -9" 3'-8 2" BEL 12" '-9 6'-3 S-0 3'- 4'-3 2" 14'-617 1S" 5'-0 7'-6 3'-3 4--015--o-21/2" i 4" - 6 3'-0 6'-0 3'-0" S-3" 2 1/4 45" 8 _3'-3" X-6 6'-8 3'- Y-$" 3'-9" 2 1/4- /4 10' 4'-6 7 -B 3'- 4'-3' 5'-0 2 1 4 12" S"-3 9'- 3'-3 5-0 5'-9" 2 1/2" Q � 1$" 6'-6 11'-q 3'-9" 6'-0 T-3" 2 1 " FLAT STEEL. STRA WIDTH = DIM, "F" ...... s.rs,.,r`A,IRb+, ,..:' € 1 ,l:I . F I ?, -., {.., I LARGER UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 SEWER ° w LATERAL 0 _ _ .a �RVIC E u, . E RAL h� Ei1 N NOTES P i. °WERE' A SEWER SERVt LAT R aE CO N C TS TO A MANHOLE AND NO € I' I T ELkYATION 'F l ''E' SIa OE LATERAL. IS I,rw'1;1��.ATEO: , THE .T� ` ��WN� ELEVATION OF THE SE�l QE .. t ATFRAL ...IPE SHAEL EAT I EAST 0° ,:HIGHERTt~€AN THC: CONCRETE BLOCKING FOR UPPER VERTICAL BENDS GOVER' LIFT NO N.T.S. FI - CI't G. W 3A ®i HICKNESS OF FILLET WTRAP = 1/4" \. ...�:,(2) CORED R H N 4" THICK BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON LATE WASHf 3" THREADN OCRETECLASS s � 1 NOMINAL INSIDE -3/4 ANCHOR DIAMETER EXTRABOLTS m STRONG STEEL PIPE �>t ` 12" MIN. CAST—IN PLACE 4 BARS 1 BEL CENTER F lr` " 12 CB" 12 BENDS do FOUNDATION SECTION VIEW ...... s.rs,.,r`A,IRb+, ,..:' € 1 ,l:I . F I ?, -., {.., I LARGER UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 SEWER ° w LATERAL 0 _ _ .a �RVIC E u, . E RAL h� Ei1 N NOTES P i. °WERE' A SEWER SERVt LAT R aE CO N C TS TO A MANHOLE AND NO € I' I T ELkYATION 'F l ''E' SIa OE LATERAL. IS I,rw'1;1��.ATEO: , THE .T� ` ��WN� ELEVATION OF THE SE�l QE .. t ATFRAL ...IPE SHAEL EAT I EAST 0° ,:HIGHERTt~€AN THC: CONCRETE BLOCKING FOR UPPER VERTICAL BENDS GOVER' LIFT NO N.T.S. FI - CI't G. W 3A ®i i' #'NEOPRENE �`'"-"•^ vv� \. \. ...�:,(2) CORED w i PICKBARS BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON N 1 i f8" (2 erarn) GIA DOSS s � O_ EACH SIDE OF OPENING m co �>t ` 12" MIN. CAST—IN PLACE a00 2S" DIA 3,000 PSI CONCRETE BASE lr` " (aom ] l m [3arnmj FOUNDATION SECTION VIEW i \ /h e `« NEOPRENE GASKET �, { [%'err. ;� NOTES: [1 'y X73 1 V IAC .�/F"F•«.,.+»aJ .^ J' < '' 45 /f t Q � O O CTIA H H 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" 27 1/2" QUA ¢ W W J 0 5/8 " [. 26 1/4" VIA ACCORDANCE WITH THESE SPECIFICATIONS. '6mrn] ' S I [667Tim+ f k Z SHOWING "DOGHOUSE" INSTALLATION 1" U U i=L'i^lfYk] FIG. S -1 -At < [ 28 7,x'161" OTA L ¢ W ¢ W 4 �I- - R 36" DA [s 4mm] F IAME SECTION z FI S - (4) 1' (25mm) DIA HOLES ON 32A«° (c83`'rr�t m) DDA BCLT CICLE. 7 (25mml 2' (,51 T ) LETTERS (RECESSED FLUSH! :[2] CLOSED MCI{HOLES I 1 /2" [ 38ET m 1 SET DOGHOUSE BASE ON CONCRETE BLOCKS— DOGHOUSE OPENING SHALL BE PREFORMED BY MANUFACTURER OR SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6 _ EXISTING SANITARY SEWER PIPE MIN. 12" CLEARANCE BETWEEN EXISTING PIPE AND STONE BEDDING 12" THICK VDOT No. 68 STONE BEDDING 8"x8"x16" AND 4%8%16" SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE 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 MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S —1—A WITH 3,000 PSI CONCRETE OR NON—SHRINKING GROUT i' #'NEOPRENE �`'"-"•^ vv� ALLOW CONCRETE TO FLOW A MIN. r� WRAP EXISTING PIPE WITH GASKET MATERIAL \. ...�:,(2) CORED w i PICKBARS BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON N 1 i f8" (2 erarn) GIA DOSS CORROSIVE STRAPS, 1 ON O_ EACH SIDE OF OPENING m co �>t ` 12" MIN. CAST—IN PLACE a00 2S" DIA 3,000 PSI CONCRETE BASE lr` " (aom ] l m [3arnmj FOUNDATION SECTION VIEW [38rrtT] (1.6m %T) DtA 3 1/8, m `« NEOPRENE GASKET �, { [%'err. ;� NOTES: [1 'y X73 1 V IAC .�/F"F•«.,.+»aJ .^ J' < '' 45 /f 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. Q � O O CTIA H H 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" Z a ¢ W W J 0 5/8 " V1 ACCORDANCE WITH THESE SPECIFICATIONS. '6mrn] ' O U O U Z SHOWING "DOGHOUSE" INSTALLATION 1" U U FIG. S -1 -At 0F ® 0 L ¢ W ¢ W 4 �I- - R z w LEI U) LLj Lu ::) O uj z ce ° 0 �o ory 8"x8"x16" AND 4%8%16" SOLID CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE 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 MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FIGURE S —1—A WITH 3,000 PSI CONCRETE OR NON—SHRINKING GROUT C)w Q CL owN Q LL i' #'NEOPRENE �`'"-"•^ vv� ALLOW CONCRETE TO FLOW A MIN. r� WRAP EXISTING PIPE WITH GASKET MATERIAL \. ...�:,(2) CORED 1'-0" BEYOND BASE i PICKBARS BEFORE FILLING THE OPENING OF STRUCTURE NEOPRENE SECURED BY 2 NON N 1 i f8" (2 erarn) GIA DOSS CORROSIVE STRAPS, 1 ON Lu EACH SIDE OF OPENING m co �>t ` 12" MIN. CAST—IN PLACE a00 2S" DIA 3,000 PSI CONCRETE BASE lr` " (aom ] l m [3arnmj FOUNDATION SECTION VIEW [38rrtT] (1.6m %T) DtA 3 1/8, m `« NEOPRENE GASKET �, { [%'err. ;� NOTES: [1 'y X73 1 V IAC .�/F"F•«.,.+»aJ .^ J' < '' 45 /f 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. ,-i O O CTIA 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" 23" OIA OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE € -- [635m] BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN 5/8 " C. 0 ,GXL Gg,OGE ACCORDANCE WITH THESE SPECIFICATIONS. '6mrn] ' SECS -ION TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S -1 -At C)w Q CL owN Q LL Er c 9. 0) < G EL i CI rcw cc Z CIU 5u _SO CEa ellC3° c) `u a U,1 k w � n Q) °4 u .c uj d z W z 0 z ui z W rH V ) I..I� 0 {z < S^ W i� 1 , W U z VIII C/' 13- {W V' J J II� f� W u J L F_ n w Lu O a V) JOB NO. 02009 SCALE AS NOTED SHEET NO, 7 GO 00 N N N O C4 O CNI Lu m m co O a00 °� ® (14 N A 00 m o d co 0 0 ,-i O O Er c 9. 0) < G EL i CI rcw cc Z CIU 5u _SO CEa ellC3° c) `u a U,1 k w � n Q) °4 u .c uj d z W z 0 z ui z W rH V ) I..I� 0 {z < S^ W i� 1 , W U z VIII C/' 13- {W V' J J II� f� W u J L F_ n w Lu O a V) JOB NO. 02009 SCALE AS NOTED SHEET NO, 7 , siI Lion Na I ('Mia a dwG SURFACE COURSE € M1ALL a and con be test /mann � 5 NTERMEDIATE COURSE L.f r adwl dths shI 4eveft (' ,£ [� i 5 3li9 5 5 , }tea 2 ti '' .:�? , �, _'?e � �.cr3 Sii ...� I tr,� I3il �,u .m I:� and must I he pub] ASPHALT PAVING - ALLEYS mts t s, AIII wmenh COMPACTED AGGREGA i'T2 I8 worat Iurso. �,I; ?iso �3 BASE COURSE, VDOT 4Y IIY.:FI I3 I&. L_Lt £ez�ieFb. d mil aI ;. Exact W Qprr 2, 15 .Ii1 �l crilied , mnstru( mdraii fi own i Mon 0 C togds W W , siI Iivfiw pae, iI nY• Wb COMPACTED € M1ALL a all be R -) tit ca " of pav � 5 SUBGRADE L.f r adwl dths shI 4eveft (' ,£ [� i 5 3li9 5 5 , }tea 2 ti '' .:�? , �, _'?e � �.cr3 Sii ...� I tr,� I3il �,u .m I:� L Ogg w -(,#,y died, W Yah+ Ont ASPHALT PAVING - ALLEYS lied entre b4 t,'W[%)PLACE, i'T2 I8 � 5 �,�t9 ail-#. [ €:'� ? I�,i:Im? � I<2 - , �,I; ?iso �3 4Y IIY.:FI I3 I&. L_Lt £ez�ieFb. .. Ur� Z 259 5 5 1.73 �J��`9.-t I k. �, :, 25 'iFeYb`:. �i ..: t:S 2, 15 rd P&1 NO SCALE minimu paveing (VARIABLE WIDTH) UT m1�yyl�(dl 5TH}' out 1 :d void 4 /, CONC.(3000 PSI AT 28 ;IiIitiY DAY, OR STONGER) G s and , Ian. for Tep Of the do I� postk T for pal • I or CD action is T or Cat OT's vii ROAD NOTES GRADING 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATEiRIAL AND CONSTRUCTION METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED /N THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT. OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH .A MINIMUM COVER OF TWO (2) FEET. 2. STANDARD UNDERORAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. PA YEMEN T 1. AN ACTUAL COPY OF THE CBR REPORT /S TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 5, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. ALL FINAL PAVEMENT DESIGNS AND CBR TESTS MUST BE APPROVED BY VDOT PRIOR TO PLACEMENT OF ANY STONE OR PAVEMENT LAYERS. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE 1, ll, OR 111 PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED /N THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLA 77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 ® 0.3 GAL./SQ. YD.). 8. BITUMINOUSSURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMEiVT OF TRANSPORTATION SPECIFICATIONS. NOT THAT DO 0 STRUCTURES 9. ENCROACHMENT POSTS, WALLS, SIGNS, ORSIM! LAR ORNAMENTAL ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN 7HE STREETS RIGHT OF WAY. RAL CONSTRUCTION NOTES LIST '.1 GENE 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREM/T 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 DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ACCORDANCE WITH THE SHALL BE PROVIDED /N CC J. EROSION AND SlL TA TION CONTROL MEASURES APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE /S 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6. PA VED, RIP -RAP OR STABILIZA 770N MA T LINED DITCH MA Y BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. SEE RWSA GENERAL WATER AND SANITARY SEWER NOTES ON SHEET S-2 FOR CONDITIONS SPECIFIC TO WORK ON OR NEAR RWSA FACILITIES GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS A T THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARIL Y SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONL Y APPROXIMA TEL Y CORRECT. THE CONTRACTOR SHALL ON HIS OWN /NI77ATTVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSAR Y. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHOR/ TY. 4. DATUM FOR ALL ELEVATIONS SHOWN /N NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THiS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES & VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. ALL COMMERICIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER 10, CONTRACTOR SHALL FOLLOW ALL THE CURRENT GUIDELINES & SPECIFICATIONS OF THE ALBEMARLE COUNTY SERVICE AUTHORITY. r..rn.✓�.. COl'VCRETE SIDEWALK NO SCALE TOP OF -- CURB ! STANDARD CG -6 CURB & GU T TER NO SCALE 7„ VDOT #57,#68, OR #78 STONE BASE UNDER CURB & CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. R/W R/W CIL VDOT CG -6 VDOT CG -2 1 1/2" SM -9.5 1/4 1 71-- pp1�nna+pp°OWcIILT00 0O°Otb6 21VADar6"2VADOTSTONE 2 1/2" BM 21-A BAOSE 1 BASE 10' 10' 0.5' TRAVEL LANE TRAVEL LANE 0.5' 23' RfW TYPICAL PRIVATE ROAD SECTION (23 ' ESMT IYHEATFIELD COURT IYHEATFIELD LANE' #'HEATFIELD KAY PORTION OF R W R W C/L I / I CG -2 1/4" A' p pCI C& O •o 6" VDOT 21A 2�IIBIW-25 STONE 1 ' BASE 12' POiNT OF GRADE 1' C FINISHED G- 2 1 112" -9.5 &%9,cf8 0 Cp0 6" VDOT 6" 21-A 21A STONE 1 BASE 12' 0.5' 27' ENTRANCE ROAD SECTION WHEATFIELD WAY (27' ESMT) NOT TO ,SCALE' ,. O £ Ia.7 dAa14 u P zis, F'UO't 1 LRFkcLd,l I,. -i. l.) P iy rsh� tY'a:P 11 3r A .hx pl i4R., I..'x;. TYPE 8 za sSAM .._, i Ea' u w. ONca,r as -. hw 3L xS s Z"a.. ?s' 3 Hw;?s', tPJ., tf, :x �h rlv'Ll,•k `E' ..A. ( h '.T,� PARALLEL :APPLICATION - A •.-� _ x G` LIA lQdADMPAY GRfgIC M10" RWP Lff#TN - M1Y1 ,, �. 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DETECTAO VjARNI G o'LN aoV 3 Ni. d'A'sE_ +. i, 1ST .,xxlR 'F V, YwF '4L �L'_N E I. .k GJiG k N S £ owfam GG -12 DETECTABLE WARNING' SURFACE CG-�� DETECTABLE WARNING SURFACE �..,q TYPE 8 ,(PAFi&LEL) AI PLICCATION Ff >.<ta} TYPE A (PERPENDICULAR) APPLICATION Vww"Gfi'11 ouiT-OF TiR ORTA" iii.TRiS 9t1.$ -{)y. .h:i'i,T.. Lti:f ac2•bt:r<7 CR _ A Ck4 M .:h4.r f f EXIST. GROUND a'•' ! t NM € M1ALL a EXIST. GROUND R/W 4" CONCRETE SIDEWALK 6" VDOT 21A STONE BASE 1.0 5 2% 6' PLAN77NG STRiP 6" 7' (CLEAR ZONE) CG -6 CURB & CUTTER 236 POINT OF FINISHED GRADE 2" SM -9.5 POINT OF FINISHED GRADE 2" SM -9.5 i I IRADII I A' 9TN£ET �� sA %iF�N6 GENERAL NOTES SHOW i TO £� � I C �. Cr As MNM1tRs ROfU'.YAY 4 E NOTC &S NriwTp � € `�a t W§WN CUSED FOR S MO cox caa r , THE CC OT T6N i LAST *0 RT �u1E I 9 }RALrit15. Tti B;: AS', A3�4TTt FS7LdCY APSr $6$ 3fa=LM'+IEE£ R£GUl+£k£kTIS *i R14�r1fi, CCMONAHON sRawN on RLAt67 AF` Ft° 3i$}OF RGW 4EaiG`{ c%4WA4. R8C4U0{d[G S4QiT UFO Atn3' CA.1TT£R dSTMi REC#Ai2EMfNTS, ,✓ vE iSm NOTE 1) '' 2. Wif.N TtW, ENTRANCE RAC 4 CAN139i PoGCOWMOOATF Ti, TIRW4G IAE£};W:EM£NTS 0 .aie DCPAtEO ICA" TR" "'T"' Tfi?fF'rC TiW i£PTN FOR S, FWN..K & CURB RAWS 5F NOTE LA'-T'F OF t}�. R,Aiu€Sc? G 6E (SEF tIOTE 2a k a)PTka?NA4 9• tiA�kC TO .....,C" FLOW EAS W4N -f D€ GCaatUiaOTtilp sr€" StNdtiM'+'L?' Cu" -3 '�"'°. 04 CO -T. -i€iE uU80 & Ai'€ fiiii faS 6lA3AA`v IS fd frs OF ADAIS.TE€3 TO MATCH TI: MCINIML€ CURB £XFAHS[iNd- - - EOIRV SSV CCN' tmoli., dtieii - �i ,z,�it ' 4. SEE RTM0APD CC -t2 FOR C}RR RALE DESIGN TO BE NOTE; WIDTH " 2" -ii" Uti AS `' NNNCB+T. id>3Af7WA'T 1r4£O WtrH. i"DS GTAWAW SHOWN ON T A, ZCT�m, A J E. 097KONAL FLGWc.�£ MAT FLAN VIEW IORPON RA WAT€R< ENTRANCE NOTES VA;IA,tFJ£ N,)AOWAY s?N'C @: PI Mtz Ag tl)� ;.PKAT£ WITN "FA Iwo %d'PA�LiC ?YC L� a REWRED TAY PROYLE FO7ATNE NAR,At£ ACROSS - SX Tri I:ti plwc, EOr.,E. or :AN A AER OR � OPTK'M& FL9* L kon CitANCE ,- m,.: ...,•• 7. MMV,Ri€ PAvvic"T wALL BE CIItiSTRXIED T3 Tw D RiW LAE€ iEXC€PT MY SLBGRA;E STAP&iZA704 Af,3EX;A'E RFdaXF1YAY- - _ "- ,'••._:::. .....,. .e,,.-_-, AEG RIM FOR MAINLINE PAYE,CNT WW[ h CAN BE Ow yco IN T?w ENMA`CE.r 8, RAGA% 4tf$ C% COMBiNATTON OAn M0 WTIER "&IO -L NOT BE CON5TRUCIEL` i3cYGNO THE WW LGW EXCEPT FOR REFiXEMENT €'t £s: 29 FCtiR 9. T�C OESMADLE F£iO MAXIMLM 'NT.%ViCE CRAM C8WIDE5 S•s.TSt ?."a RCttP'_ FxiaWN;E, '01 ARE, I ISTED 31 TK A110DWA&E, TAO, THE' VALUES ARE W1 AKtNIGASLE $OANCENS�TR€ET M "MTROCT BRADS Ct 4rZS WITH A PARVOLIC CURVE, CQiP�CTN . SECTION A - A ALLOWABLE ENTRANCE GRADE. CHANGES CFAt7f GraMaG'C 5 r_ 2ET:�AiiT.E N.A%iWAt -- € m5i I WERE 7T%Adi 9530 YFf3 I) X 39 - ? - Xmm I 6w-,%0 VPO' T J X 6 ;e .t. 44"ate_ Low ic;Sa Th 56t} Sari R CiAR,5 Al4.rii', 1- •� R,`D7€= jkLO'WAKE ENIRAwY'E DRAM TABLE. IS, NW *[ ° FM. ) T ES- A`N3L Til S. RLt �LiCTl�aS' �= D i, SECTION C -C xCAM"METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES 4VCftA: (DEPARTMENT OF TRA# SPORTATION 2Gi.0A 7' (CLEAR ZONE) CG -6 CURB & GUTTER 2% � 3" BM -25 6" 21-A 3" BM -25 --2.5 L2.5- -7 9 - 9 - (PARKING (PARKING LANE) (TRAVEL LANE) (TRAVEL LANE) (PARKING LANE) 32 57 R/W TYPICAL NEICHBORHOOl� S'TR�'�'T Se�'CTION (6-3' .R/#r) CLAREHO.NT LANE GLEN VALLEY DRIVE' DE'SICN SPSE D• 25 APH LTr a 5A€ '7� -^._. �....._:= vlt5t-:'v„ [I, 1 a.r ICgMal ATION UNpIRDRAtN: (4-1 AT LOWER END OF WTa CENTER LPJE-`AECTIUN ':tr A,. t. .L -;i r x;�- CCTMHSNATSON UNi,ERDRAN CD -2 ON FILLS AW:I„ etJL ft..:..:cr aur=,'a,,:s .,....,,...,,,...,.__.�,°�,*.F •.._.__.�9A ___ .......... -CENTER UNE S"ECTIt)N -.... .,,... ' h.. „ fi:w t E TR=N H P A"yE 7 � aT •.` , r I 1 : 1 l E r 3L 3 3i1.i3'.a5°• '-rte TEREPtCP'i PLACEMENT' ;iWN+`..L £>' f:A k 5m- rnar1.E <. n>E.l PLAN 4`IEW. SiiC3WihiC PLACEMENT OF _..rLte C +hGER GRAd (PLACEMENT OF CO -3 COMBINATION UNDERDRNM'r4P'lIRW# of E 1 t i r�csr�-F�,RFOR.nr e OUTLET FIs OF " I, ..., OR - FX iU f' zL kFF S HP -k E ' I �'P tl FFk G df 2 C 4 EF �i EE L J r f Sb 4 E u a e � ,pry >:C,f ! Fn..E, f�. .-.. r re < e ':C Lt tK U_.lL: Y L Ei ,.J' ( ... �_.su:� alt. F}f_ kd',Ffn at ,. I FEV :US-f.ri GENERAL NOTES ,• J gY F o- 1'n;Pt.l :^t r•h .�, -t 1, ,- IIT yJ_p k Rt i4 A', ✓F .Sf MC. y -t;" N"b#le. rE?tl'At�.J..:Y� aI_F:<ii ,a„e S. r11'1 G. ; P•Y 3 L'A r r "GtT t+3 'i 35 C "r`G f>'F ftC:.r YtL .r. .. ,. � GENERAL 4f%TEts y II.G,) hln h..fn...,A F. MG 1-i. C:Y,'I:f,.v' n,�IW 4L h:•d aF,Jl' t, f'..s±f?N bf ._, ' NON -PERFORATED OUTLET PIPE 'cw } r � s.;, UI. AT a' : w -FAI" L I:'? ''acv 'N'. ' - u vc Sr IL d�r a tr* e e 'li-- r'g E�- -q'c Fn a u- •m S ?, d a (E 2 4 5 "_t€ bE 1 E $iA7M . 4 a ISR ,;. - v :•ec uJ w r eL uM7,.r , v..r qac is L:� L:.CA€_.. t:t :.,.tt, <3:a ard> - - "'" - T- � II i f>is: aux raNa>y's, 0 �.:':.�,�iL>1 �•. A G �x ' N £ � 9t,£I RYS 3N I "No"j, er ��V WLn S�{ca :uk,. I,S.FI1! 10J! ': Plif V 52 Cld � V'• 1 t :! f Y k f'1 V- 3Y -' h Ri 4 T'� i5 N) kl-_ S`H K I (' . ?..N t ra.. v - t s MIMN r,:. sa f, t :.I t+ 11.k -1 ,i.' PLACEMENT OF CO -2 UN F-RORAIH AT «,.. w: ­,IT --T.: I.w as „L.t_:. 5%h 3a 41& bti t;:' ^- "-I £I J .4rixt..:c„ c�5xac.a r. ,Exr4'a <afx r<; six ,.:,.GfF.:,i. --. - '8WOGE APPROACH SITARS E-: P .r, -:.rTI a5 TE o r<.Er FPEL - - ' STANDARD COMBINATION UNDERDRAIN L E STANDARD COMBINATION LINDERDRAIN v: , (AT LOWER END OF CUTS) (AT GRADE SAGS AND BRIDGE APPROACHES) kE 91 -j .3e. )zi:: )�i-✓I+:,YfW¢ s4 u.m'XI. N, 1, R,N�.�.ifi.fnit,tt. Asti,. _:r �9rMn,T o--� <:J c .. t=. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. 6' PLANTJNG 6"2[OT STRIP STONE 19FS Cb NEf'F ' Ck4 M .:h4.r f f tY T' a'•' ! t NM € M1ALL a WIII.ATI,'IELD!`AY 3€5 . F �iS � 5 /13.X1'.i31f-? €? ! L.f �lx1 fi t'E' FIIid1`l'I"IL:i:i:) L`C)LR'I' 4" CONCRETE SIDEWALK 3;1 2% BASE 4" VDOT 21A STONE BASE �1f EXIST. GROUND EXIST. GROUNDCL06CL NOTE: ALL WORK RELATED TO REV. #7, DATED 04/23/2018 IS CERTIFIED BY BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER CERTIFICATIONS. Table 4- PaveMent Design {VDOT Pavement Design Guide). t tttvesaroe��t Ides; L.roei,tion11101,i)c �rgri : C Ii i ` SN'' kir Surfak Ii x u tae � ar Sufi /Thar. It E � Ctt) I TOP 4r, ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING OF R=2„ COVERED. CURB iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF CONCRETE = 6" ROADBED BASE MATERIALS, TO BE A3 \ IF CAST IN '` iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, PLACE, >> SURFAC SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 4,000 PSI 18 �j: ,.•;.A.•.�•., BASE v, PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED IF PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD PRECA *-+; oo oOo CO o DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. CS{JBBASE� » oa 00 0 o o°o �'no.00 vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF oo 6 Min o:)8,8- ��oO O°O VDOT #57, THE FINAL INSPECTION ° #68 OR #78 vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO STONE BASE EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. l' 6" UNDER CURB. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL STANDARD CG -2 TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING NO SCALE ELIGIBLE FOR STATE MAINTENANCE. Ell 7TH EDITION 4I.(a 1,235 i)i 12.35 0,6 [2.35 4o TOWNHOUSES (CODE 230) ADT: 294 VPD (147 VPD ENTER/147 VPD EXIT) AM PEAK RATE: 25 VPH (4 VPH ENTER/21 VPH EXIT) NOTE: A PORTION OF PM PEAK RATE: 28 VPH (sg VPH ENTER/9 VPH EXIT) TOTAL VEHICLE TRIPS WILL ACCESS THEIR 3.000 5F OFFICE (CODE BLOCK 4 DESTINATIONS ViA THE PERIMETER ADT: RATE - ii VPD (5.5 VPD ENTER/5.5 VPD EXIT) ROADS. AM PEAK RATE: 3.5 VPH (i VPH ENTER/o.5 VPH EXIT) PM PEAK RATE: 3.5 VPH (0.5 VPH ENTER/1 VPH EXIT) WIII.ATI,'IELD!`AY 3€5 . F �iS � 5 /13.X1'.i31f-? €? ! L.f �lx1 fi t'E' FIIid1`l'I"IL:i:i:) L`C)LR'I' ,£ [� i 5 3li9 5 5 , }tea 2 ti '' .:�? , �, _'?e � �.cr3 Sii ...� I tr,� I3il �,u .m I:� � m h_I.� - 21<°S t> b4 t,'W[%)PLACE, i'T2 I8 � 5 �,�t9 ail-#. [ €:'� ? I�,i:Im? � I<2 - , �,I; ?iso �3 4Y IIY.:FI I3 I&. L_Lt £ez�ieFb. .. Ur� Z 259 5 5 1.73 �J��`9.-t I k. �, :, 25 'iFeYb`:. �i ..: t:S 2, 15 .Ii1 �l TOP 4r, ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING OF R=2„ COVERED. CURB iii. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF CONCRETE = 6" ROADBED BASE MATERIALS, TO BE A3 \ IF CAST IN '` iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, PLACE, >> SURFAC SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. 4,000 PSI 18 �j: ,.•;.A.•.�•., BASE v, PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE APPROVED IF PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, FOLLOWED BY FIELD PRECA *-+; oo oOo CO o DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. CS{JBBASE� » oa 00 0 o o°o �'no.00 vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF oo 6 Min o:)8,8- ��oO O°O VDOT #57, THE FINAL INSPECTION ° #68 OR #78 vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO STONE BASE EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. l' 6" UNDER CURB. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL STANDARD CG -2 TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING NO SCALE ELIGIBLE FOR STATE MAINTENANCE. Ell 7TH EDITION 4I.(a 1,235 i)i 12.35 0,6 [2.35 4o TOWNHOUSES (CODE 230) ADT: 294 VPD (147 VPD ENTER/147 VPD EXIT) AM PEAK RATE: 25 VPH (4 VPH ENTER/21 VPH EXIT) NOTE: A PORTION OF PM PEAK RATE: 28 VPH (sg VPH ENTER/9 VPH EXIT) TOTAL VEHICLE TRIPS WILL ACCESS THEIR 3.000 5F OFFICE (CODE BLOCK 4 DESTINATIONS ViA THE PERIMETER ADT: RATE - ii VPD (5.5 VPD ENTER/5.5 VPD EXIT) ROADS. AM PEAK RATE: 3.5 VPH (i VPH ENTER/o.5 VPH EXIT) PM PEAK RATE: 3.5 VPH (0.5 VPH ENTER/1 VPH EXIT) 0 tLI Lk cv Cq g z o6 52 a W zz Uj Ct Q 3 �s L � (6 kLEI - w8 EL lu �zm Lzu I�a �I() z W z W ° ° z 7 E, T a 0 a� W o� H � Z 0 W a z Q- O WJ J �o _o z •L_ N 3 m W C ° U O z O 3 I_ V) V Q n ° _ X ° O° c rli J � a M Eje E � W 0 C) 3 � off z c W w o W� U z "- J CD V) J � o ° � U T � ° n. Q � c a� U O x O U W D O Q) ° JOB NO. v � 02009 a SCALE a •� AS NOTED 6 .0 � L a a SHEET NO. a o $ V) �W/ L1_ Q Z W W (� a � Q � O p r/ Zm U Q Q z O 0 T) Q Q Q 0 QJ p ¢ w w I- I-- zU3ED�� °- zz �H U)LU W > LU > LLI0 �� O1 W - �z 0 � �Q o� C) W Q a- 0 Q CIO 00 w N N rn N m T_ o N p CV p m a ci NCV o C) CD O 0 tLI Lk cv Cq g z o6 52 a W zz Uj Ct Q 3 �s L � (6 kLEI - w8 EL lu �zm Lzu I�a �I() z W z W ° ° z 7 E, T a 0 a� W o� H � Z 0 W a z Q- O WJ J �o _o z •L_ N 3 m W C ° U O z O 3 I_ V) V Q n ° _ X ° O° c rli J � a M Eje E � W 0 C) 3 � off z c W w o W� U z "- J CD V) J � o ° � U T � ° n. Q � c a� U O x O U W D O Q) ° JOB NO. v � 02009 a SCALE a •� AS NOTED 6 .0 � L a a SHEET NO. a o $ V) 5 0 5 10 FEET VERTICAL SCALE: 1 "=5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' NOTE: DUE TO INCREASED INFORMATION RELATED TO CORROSION IN THE CROZET AREA, ALL DUCTILE IRON PIPES WILL NEED TO BE WRAPPED WITH POLYETHYLENE ENCASEMENT OR SOILS (MUST BE TESTED TO DETERMINE THE NEED. HIGH POINT ELEV = 684.70 HIGH POINT STA = 11+52.50 PVI STA = 11+40.00 PVI ELEV = 684.45 A.D. = -0.74% Q° K =33.66 _ LOW POINT ELEV = 681.73 25.00' VC D m LOW POINT STA = 10+37.50 0 0 PVI STA = 10+50.00N r � o m -n PVI ELEV = 681.98 �+ 690 0 o A.D. AQ.75°i® A co � � 690 9+50 10+00 10+50 11+00 11+50 12+00 WHEATFIELD PLACE PROFILE 24" STEEI WATERLINE BC OLD TI 12" G.V. & TYPE BLOW -OFF VALV L( LOl HIGH POINT ELEV = 692.37 HIGH POINT STA = 11+20.00 PVI STA = 11+26.30 700 PVI ELEV = 693.20 25.00' VC m m w Jrn ,yL, Lic. Inc. 0O �cMrl-Z{ _ eco �N 0 0 q t - POINT STA = in cn m + N EXISTING STA = 11+38.0 LO POINT STA co m ® CD GRADE PVI STA = 10+34.90 685 D 9 co w u) o PV 685 c)oZ mm >t�i+ PVI ELE = 689.81 00 ti I E °0 r PVM ELEV = 688.04; z oo� , 2.0Oo + � 690 ry 2 00% = 7.16% °- 0 695 w_ 680 - ............._....... _� ._ rco �- ................PROPOSED_._... 680 PROPOSED _ X04-.-.-..-� INTERSECTION OF I CE (STA. 11+66.00) GRADE W EATFIELD PLP In ui EXISTING BV S: 11+65.25 & WHEATIFIELD LANE (STA. 11+03.00) BVC :689.31 675 ks� YD1 1 > GRADE BV�E: LOW POINT ELEV 675 j w w EVCS: 0+59.90 MH -15 -MH -14 MH -17 -MH-13) 670 S: 12+87.25 ' 2.00% z - 670 Tl_ r O r O) CD d Cn O CP Cc) r' M r In CD EV 00 co 00 co 00 co 00 00 co CD CO CD co co CD CD 1690 9+50 10+00 10+50 11+00 11+50 12+00 WHEATFIELD PLACE PROFILE 24" STEEI WATERLINE BC OLD TI 12" G.V. & TYPE BLOW -OFF VALV L( LOl HIGH POINT ELEV = 692.37 HIGH POINT STA = 11+20.00 PVI STA = 11+26.30 700 PVI ELEV = 693.20 NOTE: ALL WORK RELATED TO REV. #7, DATED 04/23/2018 IS CERTIFIED BY BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER CERTIFICATIONS. 0 Lo O N O •- ++ + " 700 �d W POINT ELEV = 689.31 1 A.D. = -8.87% Jrn ,yL, Lic. Inc. 2 €84' = 688.92 q t - POINT STA = NOTE: ALL WORK RELATED TO REV. #7, DATED 04/23/2018 IS CERTIFIED BY BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER CERTIFICATIONS. 0 Lo O N O •- ++ + " 700 �d W POINT ELEV = 689.31 1 A.D. = -8.87% PVI LO POINT ELEV = 688.92 q t - POINT STA = 0+09.90 I K =8.68 � 77.00' VC STA = 11+38.0 LO POINT STA 12+53.18 w PVI STA = 10+34.90 O EXISTING o PV STA = 12+26.21.5 p Q J PVI ELE = 689.81 00 ti I E °0 r PVM ELEV = 688.04; z 1- 695 A.D.= 1.71% + � 690 ry A.D. = 7.16% °- 0 695 w_ -----.......x.._29.2 - ............._....... _� ._ rco �- ................PROPOSED_._... 5 IE.._. _ X04-.-.-..-� _.�_______..._._._.._.W_ _W..__.__.._...._.__-_._ BVCS: 0+09.90 m w GRADE In ui EXISTING BV S: 11+65.25 m � E W- BVC :689.31 > > > p� 1 > GRADE BV�E: LOW POINT ELEV 691.19 j w w EVCS: 0+59.90 m m r w w EV S: 12+87.25 ' 2.00% z - m EVC :690.74 15+00.00 j 76.16 I LOW EV E: 689.26 0 :5 690 �o.00' vc _ A.D. = 12 .00' VC 1690 680 Lu PVI STA = 100.00' VC- W REMOVE 8" PLUG & 3:z -TYPE A BLOW -OFF cn TIE-IN TO EXISTING a 2.00% \ I STA = 10+75.0 I ELEV = 671.0 - ('i Lr 8" WATERLINE ton75. c.,i 685 o 0' VC j O EXISTING D.I. WATERLINE VDOT STD. CD-1� I --w 685 Lc w0 � z4.19% Q SS 8"x4" TEE € (1) 4" G.V. __ EXISTING 8" ®w FIRE HYDRANT I(m 0' 8"x8" TEE ASSEMBLY N r 0 WATERLINE 3 - 8" G.V. J F PROPOSED 8" CLASS 52 N � cY) r a C+O ( \ + coM D.I. WATERLINE 12C 124.00' VC W 680 MH -15 - MH -14 INSTALL WATERLINE A.R.V. AT HIGH POINT\ v O w 680 �' c° 680 125.00' co _ INTE SECTION OF ¢+ r U m o _ . _ w 2.00% _I 2.00% WHE TFIELD COURT 665 1 INTERSECTION OF co U * w a + W + `Lo w I� (STA. 10+97.00) N d WHEATFIELD LANE (STA. 10+00.00) I o� PROPOSED' & WHEATFIELD WAS( ( I & WHEATFIELD WAY ( 1 A. 11+66.00) 1 FILL ! 675 (STA. 10+00.00) .- co GRADE r 0 CD 4.80% 675 M CO r co �- O O) r M N 4- CD r N td) O OO) to u') t� O M M O u0 N Ch VDOT STD. co 00 Q) N O 00 O 00 O) 00 N 0) CA 00 r °0 O) 00 O) I,- 00 00 c0 I- 00 00 m O \ 675 co CD co co (DW Coco CC) co coco CD co _ 12+50 9+50 LOW POINT ELEV = 673.22 HIGH POINT ELEV = 677.72 695 LOW POINT STA = 11+37.50 HIGH POINT STA = 12+72.82 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 WHEATFIELD WAY PROFILE 695 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 GLEN VALLEY DRIVE PROFILE 14+50 15+00 15+50 co CD to NOTES: 1. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND s.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. HIGH POINT ELEV = 690.16 HIGH POINT STA = 30+75.00 PVI STA = 31+25.00 PVI ELEV = 689.67 A.D. = -4.05% K =24.69 NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 100.00' VC PVI E LEV = 673.98 PVI ELEV = 678.2 W 6 6i +77 N TE: AS-BUILT�XXISTING ONDITION & v7 STA = 11+38.0 A.D. = 2.05% K = 26.84 -2.00% ( A.D. _ -6.451%1 K =12.4 I w w EXISTING 12" WATERLINE EXISTING ; GRADE uiccoo 690 MOo BV CS: 11 +37.50 VCE: 673.22 + SVCS: 12+13.2 j BVCE:676.2 8"x8" TEE - 690 3.14% FILL AREA THRUST 690 A.D. = 4.020 `I 675 690 8"x4" TEE _8.69% BVCS: 10+68.00 mm co co ,� ,,�'' BVCE: 687. 5 z VCE: 675.29 W EVCE: 677.5 IOW POINT ST = 13+38.71 N LOW POINT E LEV = 676.32 U U 8 O 55.00' VC 685 80.00' V \ 70.00' VC PVI STA = 13+43.50 LOW POINT ELEV = 672.80 LOW POINTS TA �15+22.00 j EXISTING -0.98% - SSD -161' mm SSD=164 \ PVI ELEV A.D. = 365% 676.72 0- PVI STA = PVI ELE 15+00.00 j 76.16 685 LOW OINT ELEV = 72.22 0 :5 w K = 2739 ° A.D. = 2.52% 1 685 �••� 680 Lu PVI STA = 100.00' VC- W 690 3:z -TYPE A BLOW -OFF cn & 4" VALVE a P P I STA = 10+75.0 I ELEV = 671.0 - ('i Lr SSD=1163' ton75. c.,i o 0' VC j O EXISTING D.I. WATERLINE VDOT STD. CD-1� 675 --w Lc w0 � z4.19% Q SS 173 A.D. = 4.75% ®w ----_ I(m GRADE + N r 0 K = 26.11 J F K = N � cY) r a C+O ( \ + coM 680 670 124.00' VC W ° p W Oo v Li Q v O w `� �' c° 680 125.00' co _ d o uwi� �Q ¢+ r U m o _ . _ w 2.00% _I 2.00% U CD U 665 co U * w a + W + `Lo w I� SSD 173' N d m w w j 685 o� PROPOSED' 000 O) co 00 FILL 1I 000 coN e 1 FILL � 0% m CD Co co Co .- co GRADE r 0 CD 4.80% I 675 V U m m VDOT STD. I U U CD -2 > ; -1.65% _ Q MC~D \ 675 Lot- _ 1 CASING & '� U H I RE UNDER ,, \ l Z C7 e 6i WL DRIVEFIRE 6i HYDRANT ASSEMBLY. 00 1 ,S�3i _2.75% _.. > > > > a END WATERLINE WITH 8" G.V. 670 -2.00% 23 I i o Lo mm I 670 w 680 ~\� 680 EXISTING y cn U) > E w n a� TEE LANE ROAD 12" CLASS 51 o Z u_ 665 O w w > 212"x8" 1 - 12" G V. �� 8 G.V. PROPOSED D.I. WATERLINE w ® > z o W � 665 CONSTRUCTION STA. 34+00 I - CUT IN 12"x12" CROSS_ WITH (3) 12" G.V. -- ° 0 J __._ - 1 O zz i> o WATERLINE U w FIRE HYDRANT AND (1) 8" G.V. ON U w J 2 Iz ci z rn U)lo� + j W Ul 0 Q - 06 _ O6 o Elf U) w U, w z a az a w a z CL J C J L O O O O t C 3 03 c O C) a U C O N 0 i L D_ N N L (n � L � D X � N O C O a „ O � s C O 3 6 Z C 680 STR-221 680 STR-22B VDOT STD. DI -2C (L"24') VDOT STD. DI -213 (L-12') RIM:672.73 RIM:672.85 INV IN. 669.09 TO 24 INV OUT. 669.30 TO 22 INV IN. 669.09 TO 22B "75 INV OUT. 668.99 TO 20 INV OUT. I MINE 1 0 1 L15" RCP 665 26.52 LF 0.79% 665 co (q Lo -0+50 0+00 STR-22B STR -0+50 0+00 0+50 1+00 STR-813 STR-8 PROFILE 1+00 STR-8 co o VDOT STD. D1 -2B (L=12') 0 �p 0 > RIM:680.25 c� 9c� INV IN. 671.80 TO 10 N 685 N INV IN. 671.80 TO 8B co co INV OUT. 671.70 TO 6 co (1) C:) -0+50 0+00 0+50 1+00 STR-813 STR-8 PROFILE 1+00 co U) C� �- co 2� cp - 0-, wo �- 2 > > C, > K K op co 0+50 0 �p 0 > > 680 680 675 A _L M695 0 co coCD 675 o 11 N 25 co co ci _j CD 0 N 1.01 \_12" WATERLINE cc) 'o 5 CD 0 I-_ ompow 0 0 F co I- t -- C? �_ N_ W 6 w 0 9 co C'4 CD c2� 2® CROSSING N N 670 CL 0:� > a STR-20 670 111 00 c� N 'D 15" RCP CD cl) S C? �- S ai c6 31.18 LF @ 0.64% to co 0 00 c6 o -0+50 0+00 0+50 1+00 STR-813 STR-8 PROFILE 690 1+00 co U) C� �- co 2� cp - 0-, wo �- 2 > > C, > K K ZD OD 11 N _j 0 0+50 RIM:672.73 E5 -22 PROFILE .7- C) 04 _L M695 0 co coCD ca c'! j.� U) N o 11 N 25 co co ci _j CD 0 N CROS SING co fn cc) 'o 5 CD 0 I-_ ompow 0 0 F co I- t -- C? �_ N_ W 6 w 0 9 co C'4 CD c2� 2® cv) o 0 N N o CL 0:� > a STR-20 . . . ........... 111 00 c� N F- 12 CD cl) S C? �- S CC) INV OUT. 669.28 TO 22 675 VDOT STD. DI -213 (L=8') 0 00 c6 o CD 0 w 0 0CD 690 RIM:672.76 680 (D -'r 00 co �- 0 29 > 690 INV IN. 668.85 TO 20B INV IN. 668.85 TO 22 04 INV OUT. 668.75 TO 18 cl co o co U) C� �- co 2� cp - 0-, wo �- 2 > > C, > K K 0- RIM:672.73 E5 C14 q < 0 0 8" cn co F- WATERLINE STR-20 ca c'! j.� U) N o 11 N 25 co co ci _j CD 0 N CROS SING co fn cc) 'o 5 CD 0 I-_ ompow 0 0 F co I- t -- C? �_ N_ W 6 w 0 9 co C'4 CD c2� 2® 685 _j Cl co 0 C14 v- CL 0:� > a 685 . . . ........... 111 00 c� N RIM:672.27 F U) > R z - - __ __ - - __ ____ INV OUT. 669.28 TO 22 675 I- C -4 a CR q co O 0) co > > > -: C�0 OO U) > K Cn r- 04 CD cf) r (D CO @ 2.59% \_24" RCP 680 co 7 F-cp 0 80 64.56 LF @ 3.56% cl) > NV. 675 675 -- ,F 5 7 V- T7 - H-12 - MH -11 00 c"I q: (3� 0 U*) q 0 E;,F N5, 0 a) 04 CD M (D In r*- co CD 0)r`4 W 11- CO to co 00 CO w co co (D CD L6 co 00 co w CO 670 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 STR-12D OUT PROFILE 6 70 665 665 (.0 co N 04 N CO co CO 690 INV IN. 668.85 TO 20B INV IN. 668.85 TO 22 04 INV OUT. 668.75 TO 18 cl co o co U) C� �- co 2� cp - 0-, wo �- 2 > > C, > K K 1 RIM:672.73 C14 q < 0 0 8" cn co F- WATERLINE STR-20 685 o 11 N 25 co co ci _j CD 0 N CROS SING INV OUT. O 20 668.99 T 0 1 -3 -- I I-_ ompow 0 0 F co I- t -- C? �_ N_ W 6 w 0 9 co C'4 CD c2� 2® INV IN. 668.85 TO 20B STR-24 INV IN. 668.85 TO 22 VDOT STD. DI -2C (L=6') INV OUT. 668.75 TO 18 RIM:672.27 F WATER SERVICE 0 INV OUT. 669.28 TO 22 675 CROSSING O 0) co > > > -: C�0 OO U) > K 77.23 LF @ 2.59% \_24" RCP 2D cV F- (D 0 64.56 LF @ 3.56% Jim '7L'T�:ig J Upc. No. NOTE: ALL WORK RELATED TO REV. #7, DATED 04/23/2018 IS CERTIFIED BY BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER CERTIFICATIONS. 690 STR-26 VDOT STD. DI -3A RIM:679.33 INV IN. 670.68 TO 28 INV K 670.68 TO 32 INV OUT. 670.68 TO 20B 680 8" WATERLINE CROSSING 675 665 6 00 co _0+50 0+00 YD -2 - STR-26 PROFILE 695 680 Of 0�>> 1.6' 15" RCP 680 co > R 51.11 LF @ 4.89% 675 - WATER SERVICE CROSSING 670 18" RCP 32.46 LF @ 0,52%. 1665 ti Lo CO -0+50 0+00 0+50 1+00 1+50 -0+50 0+00 STR-18B - STR-18 PROFILE �MH-15-m �-14 675 WATER SERVICE 3' 15" RCP CROSSINGS 106.79 LF @ 9.38% 15.. RCP I . - 06 79 LF @ 9.38 670 Ll ��-SANITARY LATERAL CROSSING 15" RCP 65.19 LF @ 2.24% 1 1 665 Lo ce) N� T7 co r- 0 co COCO CO 0+50 1+00 STR-30- co 0) O� C4 O� cocoo co co CO co co 1+50 2+00 2+50 STR-20 PROFILE STR-32 VDOT STD. DI -313 (L=12') 690 RIM:681.75 INV IN. 675-50 TO YD2 INV OUT. 671.10 TO 26 STR-YD2 --ADS YARD INLET - 24" GRATE VRIM:681.90 INV OUT. 676.00 TO 32 680 MH -16 - MH -14 675 12'NYLOPLAST 27.75 LF @ 1.80% MH -14 - MH -13) 670 15" RCP 41.51 LF @ 1.01% 665 Lo 14, co co CD w 0+50 1+00 1+50 MOM 675 TEMPORARY VDOT CLASS 11 RIPRAP OUTFALL WITH GEO- TEXTILE FABRIC UNDERLAYMENT L=16', W=8', D=2' 670 3+00 3+50 665 Lo O c"I CD -0+50 0+00 NOTES: 3.. ALL FILL TO BE PLACED AT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND i.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. ALL STRUCTURES TALLER THAN 12' SHALL INCLUDE SAFETY SLABS, SL VDOT STD. IS -1 SHAPING SHALL BE INCLUDED ON ALL MANHOLE STRUCTURES WITH A 4' OR GREATER INLET DROP. ALL PROPOSED STRUCTURES SHALL HAVE IS -1 INLET SHAPING STR-16 CD 11 if co 685 VDOT STD. DI -2C (L=4') 74, co 0 M _j 000 RIM:677.23 0 0 F_ N � 0 INV IN. 667.19 TO 16B 1� f_ u') 0 0 ti F5 Lo INV OUT. 667.09 TO 14 't - co a C14 0 r- 0 co r-� co 00 C) co 04 (0 - co r- N (.0 ti w . r, ;� :D STR-14 (o co W 0 I- �_ �q - 0 D VDOT STD. DI -213 (L=4') CL o - 2� 2� 0 0 2 > > 0 - RIM:677.35 F_ 0 � > > > U) > z z INV IN. 666.96 TO 16 > z z INV OUT. 666.86 TO 2 0 IN OUT. 6 67 6 r* 67 " ' �61B C'q "vf�o 9 To 1 4 S T _1 R 4 L 213 4) 0 R M' 0 DI - .67735 U) > 36 - 96 To 1 6 :)66 86 To 2 675 ST -2 IR OT STD. DI -2B (L=4') RIM:675.98 INV IN. 666.10 TO 4 INV IN. 666.10 TO 14 INV OUT. 666.00 TO 1665 24" RCP 39.43 LF @ 1.93% 660 mto C6 ui [�_ I - w cc -0+50 0+00 STR-4 VDOT STD. DI -213 (L=4') RIM:677.15 INV IN. 668.50 TO 6 INV OUT. 668.40 TO 2 0 00 04 0 C) 0 CD 7 7co 0 co (o co (D Ii.- M co to coco (n uj t- CD,- Z Z _c) oll 0 2> >> cj) > ZZ VDOT STD. ES -1 12" WATERLINE CROSSING NOTE: ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 5 0 5 10 FEET I I I i I I VERTICAL SCALE: 1"=5' 50 0 50 100 FEET HORIZONTAL SCALE: 1"=50' 1.01 24'v RCP 1.01 185.33 LF @ 0.50% 24" RCP 53.64 LF @ 0.50% 24" RCP WATER SERVICE 31.17 LF @ 0.51% CROSSING 24" RCP 8" WATERLINE 0.509/6 26.03 LF @ 0.50% CROSSING to CD0 co CD 0 Nw N Ln r- CD Ln N I'- (6 (6 06 CO w co Co 4 CO CV Il_ I- r__ I'l- r- r-- 1` I- r__ I,__ co co cc (o W w co co 'o 0+50 1+00 1+50 2+00 2+50 3+00 STR-24 STR-2 PROFILE 8" WATERLINE t= 12" VVAIKLINt: CROSSING FCROSSING 1-15" RCP V337.03 LF @ 0.51% 665 12" WATERLINE CROSSING I 15" RCP 13.61 LF @ 1.03% 660 O O I-_ CD 3+50 Store STR-12B co 0 VDOT STD. DI -3C (L=4') N � -RIM:689.80 0 co 0 INV IN. 682.80 TO 12D STR-10�_ INV OUT. 682.70 TO 12 395 j3 in- N Lq 04 co 7VDOT STD. DI -213 (L=4') 0 CD 04 W STRA 2D �_ 04 00 - RIM:690.28 (=; co VDOT STD. DI -3C (L=8') 04 Cl) INVIN"682,29T012 FRIM:689.18 INV OUT. 682.19 TO 8 �_ 0 13� 0 2 > > INV OUT. 683.00 TO 12B 1 WATER SERVICE cn > 690 I i --L ------ CROSSINGS . . . . .............. 685 STR-22 VDOT STD. DI -2C (L=4') 15" RCP RIM:672.73 INV IN. 669.09 TO 24 STR-20 INV IN. 669.09 TO 22B VDOT STD. DI -21B (L=8') RIM:672.76- INV OUT. O 20 668.99 T 0 1 -3 -- I INV IN. 668.85 TO 20B STR-24 INV IN. 668.85 TO 22 VDOT STD. DI -2C (L=6') INV OUT. 668.75 TO 18 RIM:672.27 F WATER SERVICE 30" RCP INV OUT. 669.28 TO 22 675 CROSSING 1.01 24'v RCP 1.01 185.33 LF @ 0.50% 24" RCP 53.64 LF @ 0.50% 24" RCP WATER SERVICE 31.17 LF @ 0.51% CROSSING 24" RCP 8" WATERLINE 0.509/6 26.03 LF @ 0.50% CROSSING to CD0 co CD 0 Nw N Ln r- CD Ln N I'- (6 (6 06 CO w co Co 4 CO CV Il_ I- r__ I'l- r- r-- 1` I- r__ I,__ co co cc (o W w co co 'o 0+50 1+00 1+50 2+00 2+50 3+00 STR-24 STR-2 PROFILE 8" WATERLINE t= 12" VVAIKLINt: CROSSING FCROSSING 1-15" RCP V337.03 LF @ 0.51% 665 12" WATERLINE CROSSING I 15" RCP 13.61 LF @ 1.03% 660 O O I-_ CD 3+50 Store STR-12B co 0 VDOT STD. DI -3C (L=4') N � -RIM:689.80 0 co 0 INV IN. 682.80 TO 12D STR-10�_ INV OUT. 682.70 TO 12 395 j3 in- N Lq 04 co 7VDOT STD. DI -213 (L=4') 0 CD 04 W STRA 2D �_ 04 00 - RIM:690.28 (=; co VDOT STD. DI -3C (L=8') 04 Cl) INVIN"682,29T012 FRIM:689.18 INV OUT. 682.19 TO 8 �_ 0 13� 0 2 > > INV OUT. 683.00 TO 12B 1 WATER SERVICE cn > 690 I i --L ------ CROSSINGS . . . . .............. 12" WATERLINE CROSSING 8" WATERLINE -CROSSING 685 -4- 680 - _ 15" RCP 33.48 LF @ 0.60% 15" RCP 28.87 LF @ 0.52% I 675 1511 RCP 31.10 LF @ 0.51 % N Lo Cw0) ) Lo c6 c� 6 6 C6 00 co CD co 0 COD CD CD 4+50 5+00 5+50 6+00 670 665 uj > 0r cl un U) 0-' z Lu uj 0 _j 2: 2: rL 2:0 U) 0 0 Z u < < Z U) ca u u U) V) o n U) < < 0 i C)e C)� < U) z < Lu Lu F- P -M 0 0 > V) z z uj U) uj 73 uj Lu U) ILLI > > Lu ceLu ce D 0 00 > uj z Z 0D ce 0 LLI < EL o n w co 00 T-- T_ CD CD Lu 00 0) c) M CD c\j N 00 M CD O c) 0 c:) 1 1 1 1 711 o 3: zw:, uj �m sc Ca 90 Q. 0 cc CC Lu 1= 00 5 jz ui 0 _j 0co 0- L co>. 0 CL 0) Uj o 0 u- :� . Lu �Q c6' 0 tttiz Z 0 � Lu Lu uj ;u2i % :,c 0 a. P-4 CLi Li w ?= -00 z: LLJ V) 0 uj U) _j z _j z ~LL- _0 0 0 0 z - CL 3 0) Lu C) (D Q) c 0 0 1-1 ock -6 ;t 00- V) UCL Q) x 0 C) _j :3 0 -C 0 3. CD a) _Y uj w , Z C 0 (D :3 < _j V) 1 -1 C 0 0 _j u 0 >1 > .2 X_ V) C 0 Lu 0 0 __j V) 0 c) b j Lu 0 Lu E C) ceo X: 0 0- U) 0 JOB NO. 02009 0 U) V) > SCALE 0 V. 11=51 co -711 "'c �7 Q) SHEET NO. 0 I _lv) 15" RCP 44.91 LF @ 4.68% 24" RCP 30" RCP 31.20 LF @ 3.20% 77.23 LF @ 2.59% \_24" RCP 64.56 LF @ 3.56% NV. OUT - 664.0 V- T7 Lo N CO 00 c"I q: (3� 0 U*) q 0 v- Lo LO 0 a) 04 CD M (D In r*- co CD 0)r`4 W 11- CO to co 00 CO w co co (D CD L6 co 00 co w CO _ co w 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 STR-12D OUT PROFILE 12" WATERLINE CROSSING 8" WATERLINE -CROSSING 685 -4- 680 - _ 15" RCP 33.48 LF @ 0.60% 15" RCP 28.87 LF @ 0.52% I 675 1511 RCP 31.10 LF @ 0.51 % N Lo Cw0) ) Lo c6 c� 6 6 C6 00 co CD co 0 COD CD CD 4+50 5+00 5+50 6+00 670 665 uj > 0r cl un U) 0-' z Lu uj 0 _j 2: 2: rL 2:0 U) 0 0 Z u < < Z U) ca u u U) V) o n U) < < 0 i C)e C)� < U) z < Lu Lu F- P -M 0 0 > V) z z uj U) uj 73 uj Lu U) ILLI > > Lu ceLu ce D 0 00 > uj z Z 0D ce 0 LLI < EL o n w co 00 T-- T_ CD CD Lu 00 0) c) M CD c\j N 00 M CD O c) 0 c:) 1 1 1 1 711 o 3: zw:, uj �m sc Ca 90 Q. 0 cc CC Lu 1= 00 5 jz ui 0 _j 0co 0- L co>. 0 CL 0) Uj o 0 u- :� . Lu �Q c6' 0 tttiz Z 0 � Lu Lu uj ;u2i % :,c 0 a. P-4 CLi Li w ?= -00 z: LLJ V) 0 uj U) _j z _j z ~LL- _0 0 0 0 z - CL 3 0) Lu C) (D Q) c 0 0 1-1 ock -6 ;t 00- V) UCL Q) x 0 C) _j :3 0 -C 0 3. CD a) _Y uj w , Z C 0 (D :3 < _j V) 1 -1 C 0 0 _j u 0 >1 > .2 X_ V) C 0 Lu 0 0 __j V) 0 c) b j Lu 0 Lu E C) ceo X: 0 0- U) 0 JOB NO. 02009 0 U) V) > SCALE 0 V. 11=51 co -711 "'c �7 Q) SHEET NO. 0 I _lv) VDOT STD. IS -1 SHAPING SHALL BE INCLUDED ON ALL MANHOLE STRUCTURES WITH A 4' OR GREATER INLET DROP. ALL PROPOSED STRUCTURES SHALL HAVE IS -1 INLET SHAPING NOTES: s. ALL FILL TO BE PLACED AT 95% COMPACTION. z. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 44 Ji;m/hy L. To, LEri. Neu 22841 NOTE: ALL WORK RELATED TO REV. ##7, DATED 04/23/2018 IS CERTIFIED BY BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER CERTIFICATIONS. 5 0 5 10 FEET VERTICAL SCALE: 1"=5' 50 O 50 100 FEET HORIZONTAL SCALE: 1"=50' co € 2 � r rn as = r a �> a x 220 690 690 ®ON m c O � uN co O M00 0000 CD CO � 695 .-n J. co 695 r r tq L L p- OCD >>> coag € 2 � zz +00 rn =) r �0 r a �> a x z 690 690 685 c co w O o0� 685 680 q8.C o co w- P- 685 � � � F - � 680 x+002 o ° SDR 35 PVC 0 56.00 LF@1.14% 675 � _ E, 675 LO M Lq M =_ 2 WATER COO T- co 00 w (co CA OO C 0cf) � -0+50 0+00 0+50 1+00 1+50 MH -19 - MH -17 PROFILE N r i 695 r _ 220 OOo O O N r OOr OOM MCD r r- r- � C° 4 (° w E- m- g Z Z n 690 r .. 2c/) E Z Z Z r r CA 00 = =2� 00 N O NO, Lq 04 00 O NN NCO p coOCOO H r �Z go = la- > >> �Uz z z 4" WATERLINE CROSSING 680 :P .\a < I 675 670 Ct� O u') O N co 00 co co co rn CD co CD CD Cn w -0+50 0+00 0+50 1+00 MH -18 - MH -13 co € 2 � r cD O r r 2 r ++M a x 220 w CD O CO 00 O 00 c co w O o0� 220 oco -t�w ch � co o co w- P- 685 � � � F - � p � x+002 o ° 0 0 _ T- N � _ E, COOgpr .. 680 8" DUCTILE 48.88 _ m > =_ 2 WATER SERVICE ginRz \I� Cn � C75 � w Q. a M W °u 0cf) � 675 PROPOSED DUCTILE IRON SANITARY LATERAL @ 2% SLOPE 675 111 1.9' 3.5' 4.3' 31 67^ 8" SDR 35 PVC _ 670 43.07 LF @ 1.09% 25 8" WATERLINE 665 CROSSING 665 LO CO cqq ccp o T7 0 CD 00 o 00 w � � -0+50 0+00 0+50 1+00 1+50 MH -16 - MH -14 PROFILE 690 • .. • 675 670 665 650 M I EXISTING RWSA MANHOLE 640 STA:0+00.00 RIM:628.57 8" SDR 35 PVC 86.00 LF @ 2.87% 680 INV IN. 621.67 TO MH -1 � / M N EX. INV IN. 621.47 EX. INV OUT. 621.47 / N N co N 1+50 2+00 PROFILE 675 670 2+50 I / 635 630 625 620 -0+50 O Lq 00 N CD 0+00 MH -1 STA:0+29.02 RIM:631.71 INV IN. 623.91 TO MH -2 INV OUT. 623.71 TO EXISTING RWSA MANHOLE E I 8" DUCTILE IRON 25.02 LF @ 8.95% N Ch co Cv O N I i ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE %/��8" DUCTILE IRON -CORING CONTRACTOR, AND ALL MATERIALS FOR CONSTRUCTION f 201.02 LF @ 12.30% SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO WATERTI HT FRAME THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE & COVER IREQUIRED I DISCRETION OF RWSA STAFF GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING MANHOLES j SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. € 2 � t5" AUK 35 NVu 59.42 LF @ 3.4$% r r It = a x w CD O CO 00 O N ' c ( 220 C ch � co I CO Lu O + r CPO ° 0 0 _ T- Q � _ E, z �..• O 8" DUCTILE 48.88 IRON LF @ 0.68% =_ 2 WATER SERVICE 665 Cn � C75 � w Q. a M W °u 0cf) � zo o -0 v ® � rN- u?OMCOCD r, r h r-- w C° to p 2 2 0 CROSSING 690 - - co r cr° (9 � _OO o c,, ci N oo N Ntiti r N co F- "i � MrcflZZ r O 8 SDR 35 PVC w co M � OOti � co moi- w 8" DUCTILE IRON O cD N + 00 rO�z0 Q �� + CO Nr C�zO 2 Q 2 2_>?> g��zzz WATER "co �P NCOC~Oco +Q co i _ 2 > > 685 r i z z Ch CR / I= > > cn R z z ( j CROSSING � co z z = g>>> " 685 61.21 LF 0.57% @ � C 59.93 LF o @ 0.58% U O g��zzZ x :� _ N U m0 0 t N C U L QLu Lu 29 °ci +���/ NNwz0 O ceU •_� a U) o 680 660 JOB NO. ° c v �"' -Of 02009 0 - 680 SCALE v .N ul �W WATER =Q�> C/) YD1 18A CROSSING 675 m z 35 PVC Al PVC O O C,p CD O) O CO .- N O N O O C>D N Oo w N O Ai N M d O @ 6.17% - o? i I 1 35 PVC P CO co r- CO M P� CD M P� w O I,- O 00 CD cD 00 w O O CD d 00 CD m 00 CD O co w M O O co co CD co 00 co O �/� V/ U) O z n 670 Ir CO 670 N CD co N 11q:O r d N d' co P- O O O ti CA CD N N Cfl O r m �t CD P+ O CO O M CD O N w J / f N N 00 r 00 co 00 co � co Coco co M co N N co r Co CO 00co CV w 00 h r- co 0000 0 Co 0 O w w w O CO W CO CO co w CD CD co w O 8" DUCTILE IRON 106.47 LF @ 13.48% 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 u- Q) 0 f J o O co 1-ia) U 0 co 695 N Mc"i 695 J CL v co I i ALL CONNECTIONS TO RWSA MANHOLES SHALL BE WATERTIGHT AND MADE WITH A FLEXIBLE RUBBER BOOT. ALL CORING METHODS, THE %/��8" DUCTILE IRON -CORING CONTRACTOR, AND ALL MATERIALS FOR CONSTRUCTION f 201.02 LF @ 12.30% SHALL BE APPROVED BY RWSA IN WRITING PRIOR TO CONSTRUCTION. RWSA ENGINEERING STAFF SHALL BE PRESENT FOR ALL CORES INTO WATERTI HT FRAME THE MANHOLES. BYPASS PUMPING MAY BE REQUIRED AT THE SOLE & COVER IREQUIRED I DISCRETION OF RWSA STAFF GROUTING OF THE MANHOLE BENCH OR INTERIOR MAY BE REQUIRED, AT THE SOLE DISCRETION OF RWSA STAFF, FOR A SMOOTH TRANSITION OF FLOW. EXISTING MANHOLES j SHALL BE BACKFILLED TO ORIGINAL GRADE TO THE SATISFACTION OF RWSA. CONTACT RWSA ENGINEERING A MINIMUM OF 3 BUSINESS DAYS IN ADVANCE TO SCHEDULE A CORE OF A MANHOLE. co N � -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 v.1-5 0� c W u') co o H: 1"= 50' SHEET NO. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH -1 5 - MH -1 1 PROFILE 12 f- 3 O m s.. r r It = a x w CD O CO 00 O N ' c Mr2 r2 220 C ch � co O + r CPO 0 �o T- Q � 2 O z �..• O © coo V) r- =_ 2 WATER SERVICE Z 690 0cf) � zo 00 �r � Ch N o ® � rN- u?OMCOCD r, r h r-- w C° to H o0 2 2 0 CROSSING 690 - - co r cr° (9 _OO o c,, ci N oo N Ntiti r N co F- "i � MrcflZZ r O N w co M � OOti � co moi- w 8" WATERLINE CROSSING O cD N + 00 rO�z0 Q �� + CO Nr C�zO 2 Q 2 2_>?> g��zzz WATER SERVICE �P NCOC~Oco +Q co i _ 2 > > 685 r i z z I= > > cn R z z ( j CROSSING � co z z = g>>> " 685 � C U O g��zzZ x :� _ N U t N C U L QLu Lu 29 UW ~ v O ceU •_� a U) o 680 '� JOB NO. ° c v 02009 0 15' 680 SCALE v .N WATER SERVICE YD1 18A CROSSING 675 8" SDR 35 PVC 8" SDR 35 PVC 8" SDR 35 PVC 675 -- 51.29 LF @ 0.82% 151.00 LF @ 0.57/0 ° 1.1 158.77 LF @ 6.17% - 8" SDR 35 PVC 108.27 LF @ 0.51% 670 Ir 670 N CD co N 11q:O r d N d' co P- O O O ti CA CD N N Cfl O r m �t CD P+ O CO O M CD O N CD ti C) oo00 N N 00 r 00 co 00 co � co Coco co M co N N co r Co CO 00co CV w 00 h r- co 0000 0 Co 0 O w w w O CO W CO CO co w CD CD co w CD co N � -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 v.1-5 0� c W u') co o H: 1"= 50' SHEET NO. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH -1 5 - MH -1 1 PROFILE 12 f- 3 m s.. uv a x � 0 O c C z z 0 �o � z �..• V) r- J 0 O O zo H o0 co N � -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 v.1-5 0� c W u') co o H: 1"= 50' SHEET NO. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH -1 5 - MH -1 1 PROFILE 12 f- 3 w 0 W w � z C z z w U z �..• V) r- J 0 O O _J C) U H o0 N �0 C d H a � C U O x :� N U t N C U L QLu Lu UW ~ v O ceU •_� a U) o 0 JOB NO. ° c v 02009 0 me SCALE v .N co N � -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 v.1-5 0� c W u') co o H: 1"= 50' SHEET NO. 0+50 1+00 1+50 2+00 2+50 3+00 3+50 MH -1 5 - MH -1 1 PROFILE 12 f- 3 (�) (�) (�) PIPE DESIGN . r j I I AREA 11 11 DRAIN, I ' I 'A " 11 I � I "I'll- I 11-11 11 CA A C ' CUIA- ULATED - I "I'll, .. ... . -11111111 11 ­ I I I'll � I 11 I � � I � � I � I I VE L. 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I ,�e`�,'_,,'� �'11'1, I R" I 'I'll' ". , - -M : mE I � _j I I= I I 0 m 0 is, , - 24-00 :�; i I U, W , , Rpa rum 12D - OUT , i; 1 V 1 , : , � , '110" ? - 9�, _____T_ 11 666J0 - "I -, - I ,�i H, " , " I ! 3 , � � �5 �i , � , f_� I - 11 - I 9.35 _�___ 4, 2 , - � � � � . � , , - - 0 Ir 12D 1 I ,� 1 0 - 12B 0,26 I 0,71 ;� - 0,185 0� 185 � I I � , I 6,00 - , � 635 6 1-17 77W 683,00 682,80 315 DV 0,0060 - __ 700 --.--- _15 I S I 55�_ 15 � �� I 2 41 � - ­., , " I_ I I �­,, ,�, " '41� �,", -1 , _ ,jl _­_ � 128 zi � -9 0A7 a i - 125 I - h 12 0�05 i j 07B 11 I 1 I . I I : . 0,0319 0.224 1 6A7 + J� � 6130 �� � W,115 I � 0�25 I " 11 "I", �W� ,� I 682,70 682156 28,9 0101 Q Q062 -9 �, 0 15 q in _�114, �1� 94 3129 I - 0115 - 12 1 10 0moe : , � 0,60 1�= 0,036 0,260 1 CL32 _ 626 � 0,23 - _� ,'= �_ -: " ,,, - ,,,�,�', ,,,",�',f� ,'�": : I (WAS 682�29 31A 0,01 0,0051 I - 1� is - �111,11-11 ... 1-1; , , �; � m , ", ,:�,�, -, � � �;; ,�, I ", , , ,I �,V,'D,­4 �", , ,,,, " ,,,nl! , - - 3.39 - , , a - 0.15 I 10 a - 8 - 0,07 6 0�67 I � , I - I I 1. 0 � 0,G47 0,307 1 6,47 " - Q , 6,22 , Q 0.29 C- �;i% ,��,�, ,,,, ",�,","I'l " :� " , I'll, ""m",- 11111,1111 " I " , 682,19 671,80 _ 244.4 I 001 0,0425 - m__ � 0,78 15 - 0'06 I'll . . . . . . llnl', _, � - � � 11� I I ­-, , , I �­ " " � " "I' T60 - 0,54 2.0 - 8 650 _i�!_ 6 0.28 - 0.70 16' '6 oi�# E 0,196 - ::ii��� 1 ' '1',dd 0,06 0,00 6M T max., spread 1,19 I'll, I I ,� I ........ �OQQ ,"�,� I I 11 - 671,70 , 669A50 - 44�9 - 0101 - O�046d � 15 0,00 -, " - �, _, , - - I I 1- " " , 'I,-- , r, 1 I,," 9 - _131,111", 1� I , I 9,88 ____ 0 0� 'oo ' 0.08 _� 0633 6 � 2, ,'qf - - 4 0.06 : --- '01466 0,72 2 14 0,043 0.718 0,06 �____ 7,08 - 6,05 - O�26 7"' ,� ::1:36:9_:50::j 66&50 __ 31,2 0,01 0.0320 __ 0,17 24 , z", �,�_`�, 1, "",­ "I'll � � � , �, , " �, " , nz-, 8,38 2.0 0,06 ___ (),o(� 4 0.99 - 2 0.02 0.1652 018 � O,M ____ 0.734 - 7A4 I 6,03 I .... I .... 0-09 P, ��, ,',11'�', ''I, ,�, � ' " nl,� � 4,0 � I I I ,,, - 666A0 , I 666,10 64-6 0,01 OM56 - �:P,78 24 0,D200 , "", " , , , � " --- I ", " - ,,V,',,1 " 7 0 �` f !','� , '' 8,60 4�mb - 0-13 I � 2 _ , ,9�14§13 __ our : 0,02 1.44 038 ,711 0,016 ____ 2,864 9' frox, spread 8,14 __ _ 538 28 0-09 I 1;1�1�1,1� "' , I � 111�,, 4�os�, f , , , 1�1111 L - _� 6667jO - 664-00 77.2 0.01 - OM59 0.0457 30 . 2.0 " I l� � I L_ 1 1, I ,., �­ ��,,'-,Al _,�O, -_ 0,12 �.., ­.�, I 5 92 1 :1,, 1� Rpe fum 88 - 8 , , :6,1564' 7,83 I ,2L, ' ,,',,,', , P ��,' � 0,6a � 0 00 - - 9' nvx, spread I I IQ - 2B I 4,0 0.(17 0,67 0,047 I . 11 0,19 0,00 0,19 0.0098 0.0200 2,0 8B I 8 ____L 0,23 1 0.75 1 0,1�3 1 0,173 1 5,00 1 03, C, I 1 1,15 � � 1 �,`_, 1'11#,� � � � � �� ��iii � � � ;71�80 1 ,3i m 2 1 o,ol I nmr,4 I j 5 "' r"`,,!�,,',�` ,?,��5�,, 1 � , 3�39 1 0.15 1 Rpe rum 24 - 2 __� 1-4 -7009-8 '_�_0_2�0_ - ___ ' '_ 1 0,0333 - 4,1660;: - ::: 0,9� 3.502 _51�2 0,1 4661 ­dA406 - 61637 __ - 2,48 __ - 1,61 -1:$7 I ; rl 612 'j,",jqQ�,' _1'06--'� 0,14 -0--- 0,00 - - wx, spread - _;P�� i 14 - .... __ 1_1�,�_,_ 1 24 0,02 22 "I 0,18 I - -1 0.72 0,00 0.130 0,130 0,0200 � I 2.0 &00 I 41M : 6,35 1-00 � - ­­ - - I __11 0,82 - I I'm,"" ; � ; X� �, "", ,'�, " 0,$Z ,V� � " , , " , -4, " ... ..... . ` 669,28 - 669,09 -- 3TO - 0,01 - 0.0051 - 15 - #_ 11�,','��,`>,� ,� ,�: , , ,4�61 � _..._ 2-81 - 0,22 - _1�2,�_ 22 _­ _____ 20 0,03 OM __6_T_____!_1_0_1 0,019 0,474 - . 7A0 - 6,04 - I 0A I ,,,,,, ," ,, ,,, , g- I V �M� j'86, i, �" , �1' I I I __ 66&85 13-6 0�01 0,0103 - - 45 --i-max, 1�__ _-- - , , I � 11 11 I 'a' _"�'11 "' e I, n �"'' ,% , "" 5.15 670.(,� 0,04 4,0 20 0,70 ______� 18 0,23 0,75 OM OA73 1,577 (� t 7 0,�Q an 7A5 1 2.72 � ", , _­ 6-03 , 3. 5 I 1�2 1,04 1�11, I * ", 1 1 ifid", � � ", I � , - I 668,75 � 667,82 - 185m3 0,01 O'GO50 24 9' rmx, spread in , 0 I 529 ___ 0.58 1().0 18 ().75 ________ 16B 0o4 0,70 1,02 1 0�02e 1�860 2-0 0,0833 7,73 I I ' &QA_ 5.88 3.5192 � 0-16 I - "717___ , I -1 --- ­ ,�',' ',',�, - - a,111��;�, ,:, 667.72 667-45 , 516 � ___ 0Al 0-0050 , 24 10'rnax� spread mr�l 7; ,�,x, - 'm dom" , , ,,f , - ,4 � �'m-;L -,�44 - 5A6 - 0,16 - 16B 0,7; 16 _ � (r25 030 0,69, 0,175 2,035 �2�O 0,0833 7.90 - [,�W !i54 3..5192 I IM "I � , J, " '11'" _� ;,,,z�, 111111�n�,', -, � � " r 6T35 3 m 667,19 __] _ 31 ,2 0,01 0�00 51 24 9'max, spread , " 1�1'1,�,,� �, , 11 ,� - ,,, � 61�_ -,,,,,,,',%�,-,�'�,,��,�,,",',,, . 5mao OM09 12,0 16 0_74 14 0�09 0,72 '"'I , 1,30:: 0,055 2,1*9 I 2,0 0,0833 T99 � Tii�' ' � - 5,91 11 ­11_�, �3,51�92 � _ 0�38 ' ' " 1�'�," 'Di' -11, 9 I 11, 414 m C,67 09 6 I 66, ,5 9 26mO 0mol OD050 2.4 I Trriax, spread 1'_"1';1"_,i5i1' 15' I I 1��,' I - '� 5,60 -(m(;, e,�­ omoa NA ____!4_ (),1,7 � 2 I I I - O�02 � - - ( ,0,6$ I 1 1 0,0833 8,07 11 - -3,90, ____ 5.80 ­­­ I ��0000 OM I � ,- , -11,1�111-", �' , M, , ,4 2i, � 2;� � �,�,,"', " , mm"mm-L � I ­ 6 1 394 Q.01 � 0. 0 1 R?m, 24 10`nv)�. spread -1111 � V�!,,,"�'I",` I L_ 9,35 0,07 I 11 fte run� 18B - Iii 0,71 0,162 I 0,65, , I OzS Qo$e4i 0,000 0�0 0�0�33 ­ ,416SO I'll- ��',,, �' � � !,,§� __ 0,96, 20�10P , 0001-0 P,0000 , ),02 0,0200 Nik W A' - To `� 1 0", 49;� 0165 - 0-0c) -- I 10r rrax, sp read - I __183 30 _____________� 3B 6,0 0, I2 036 0,091 , I . U,36 � I 0100 1 . I O�36 00200 0.0200 0.01 0.083� 4A 00 � - `,,"-,',','4-` ,,,,,, __ Fire rum 22B - 22 , 0,90Q0 1 0,6200 1 NVA NIA R `5 I 0,36 , . - , OM � I IQ, max, spread I 32 313 - 0.31 1 036 0,267 1,07 _____ ___�,22, ------- O�0200 1 0,0200 1 ___ -] �_ OA4���0�3ZQ� - - �` �0 �'# , O�a 1 0,326 � -7,00 1100 --1-6-C, ___F____F____j 5� Li'-j.,,'N­,�' ,,, I 1,0T 669�30 1 6W�� 1 0,01 I is 1'1�­',i,�,-;�� 1 ] � 1 -20 1 9pe rom 30 _F::::� 1 30 28 0,12 - 0,76 0,091 u9i I 5,00 OV 0,51 ... 1',� , ­', I -1 1, �,O ' I 1� _ill I 65330 6W,80 511 0,01 0:0489� 15 �­ !��"'11`111�'F� I I 5?7 0.15 28 26 0,21 037 0,102 0,253 - 1 5,15 6,62 1 �07 , , I 1, 1-1 , , ­ "I L - " , i ,i J�7 � - I'll I 68010 670MOB 106,8 OV 0,093B is , , ',', 1, ,� � I ,"", , A ,�, 47, , �!,,,�, r 9.62 0,1f) __ 208 - 022 O�77 0,169 0192 1 533 _- 6.56 '5 5 '3 ---t- li �! i ' " �,,­-­­_ - �,n I I 1k , 40111 "', , ' ' , " " *� ... i , , 670.58 669,12 ____ 65,2 0.01 0,0224 15 ______ � 1�,',',,' � � , :, , J, jj1 ,07 , �� " I 8,01 --- 0,14 __ ____�6 I 20B __ , 20 0,16 ____ (L86 ___ 0,138 -_ ­­­ 0,930� --__j 5 �47 652 _1____�_ :_z 1 0,90 I � � """, " , , ��',,,; &06 ­ ' � 1�1112` 669,02 ____ , 668-85 � 32.5 0mol 1 omm I m 48 777T717�111 , , ��,�,� � , ", , ", I C75 0.11 Pipe run, YD2 - 26 ___ - - ___ - - - , "' __ 7 ___ - '------- � - -T-, I _­­­�­_:_ ,-- -, __11­­_-1mi1�.__­_ 1� _-________T,__,___,_ -----I- _�� .., -_'__1W--__ _­ " ---,-. - - �[ =P-- ­2__T_'__a__1i__­_`_­____ " 5 ] 9- 0,6 L :L--[ 0 �104 1 5 G = 6.67 1 0 6-9 4�� , " _ ,6,�o [ � � - - �_:5_c_ a ') I - - I rumol I 0,0180 I u, 11 7=$ [ 4 - - ]-,-,--;-T, - 1 f, I :32 1 1 26 , 1 0,31 1 0. 8 6 I 1 0,267 1 0.370 1 5A 1 1 r,,633 1 1,77 1 [" i" ',< ' 6 , �,] � 71,10 f A70 68 1 41,5 1 0101 I 0,0101 1 15 I" , 0,49 ' � 1 , 4,89 1 0,14 1 I I ­­­ � I ;INLETS ON GRADE, DESIG�­� , kB SPREAD AND INLET CAPTURE) I I I I � � I I � I . I I r j I I AREA 11 11 DRAIN, I ' I 'A " 11 I � I . � � 11-11 11 CA A C ' CUIA- ULATED INLET - TIME t o RAI�l- _F�L�, I- I a Yf, I RUN- - ' I _qf�'_ I N-V,' ' I 0 - ELEV, 11 ______ 11 I'll . ,,-, 1. t � I N 11- , f,17 � 683,00 I I � 1,41:� u2n , , I - L9 I - . I G13219 1 09 � 671,70 I I � ­_ I LEN, 11 I � � I � � � , .. � RYW ' 0 FF , 1 00 y�, I I VE L. ' , 1 00 yr� I ac(e� I intensiiy, "' min, ; � � tTil­111.17 ft. . . �( 11 11 I Intensity is 4 iWhr for I I-, . ............. - . I I I . � ; I ', I 1-1 .. . .... . "I'll I "I ... ­­­ spread, and 6.5 Whr for capacity and I I I 11� 11 , " , I 11:, depth) : I..'', I � I I I I I I I I � I � : I I . ".1.1 1. I 11 I 11 I . I . . I I 1.11.1.11,111, 11 I I I , I : . : 11"''' . .... �­­ __ "'.. " I � � "" , I 1- '­ 11 I I I : I I � ­­­ ". 1, I : I I - 1, , I � I I '­'­,­- . I I '_ I I I I I - mannihg"s Coefficient, n is 0,013 I 10,2 &C, 9�2 a2li -4- "Fo � 3 , E3 � 13 , 11 ,0 , I b, I 1 A,�, 1 . . � I I I - � I I I 7_08 I 11 � � � I -1 I I I I I 40.47 I I I : ?. 7 � I I � 2 ___6U_T - 0 'It 3 I 0.02 � I Inlet � ?, 14 I 4,42 C68,40 I . . Hydrology , �456 �15&% , 24,00 I Curb and Gutter 8_,�,rj - I - 94 . � Inlet � I I � � 1), 7 3 I I : I I 16,55 6600 I 6.4-00 I 77,23 2.53%' -10,110 I ILIP, � � � � 1: 2t� � - � - , , , , - I , �, I I � , :;�:,, , I ,, � , , � , I 11 1. I I , ., - I . - � I I I I I � � - ��� - � I 11.1. - � I - I— 11 . I I .1 I I I I I I I � 1 81 - 9, - J323 � � � � � � � 1, I I I 0,17 I I I � � � r 2� I i� � I . I � : : � - �1.18 I I , I 1,111-r I 71 I ,11 ,'�,' ,� � � " ', � �� "r ", � , z .1 'E, , �=, . :1 : , , .. I I 1.11 ,� I I I I I , � � � � I � - �: � I I I I 1, . I I I . I , I . , .:, I I � I I , I � I 11 "" , I'll - ,,­,�,,4 ­ ,, `Pf�1_11 ,� '­ . 1 I . ; � I � I I � I . I I � I I .. I -'W �Tf - I I I I I 1. I I . I I I I I I I I - I __j�� . . I I � : I � � I & , , I I f � I I I 9 : 9 � , , - ,,,,, � '' I I ­ I , t , ,�, �, "' �� i & 2, "t I . . . . . I I I � ­ � _ : � 11 � , I I I I I I � I I � I t ,; I I I 1� , �, I . I I � 1. . I ; I 2.81 132 I 1.1 I I I I I I : � I . 22 I---- i � 0.03 I 0-011 - 1. - I I I I (1,02 I I I � 0,47 � � I L I �01 ­� : 13-61 I "A III, 1 �"", 6,56 I - I :1 - I . � - I 1: I � I I I I I -1 I �', 1, 11 I : I ; I I Q, 17 1, 5 18 7,15 ____ � � 6, 0 ,I$, I I I I I � 6467.82 , 8 1 I- I O.F,W. AD) I a 354 I s -m . . � 1� � I � I I , I I I , -4��,'] � � - "'7R,", ,�j �p - ,, I 1� .� IN 1 I - ­­: , 11 11 I :1 z � I I I I � I , rt I " 1 �� �­ , I I ��4��,,�,�",�,,�,,,­, . I I � � I I - 5A6 1,6 I 0.1 I . : I . I 9 9 I � - , 1�� - 710 1� " g T � : W ­ �, , I i", e, I Z� 'B", � . � , �!� I I I t 5131 If -�L- v,,� , 1-11"" 1, 3� I � � - I 41 .... .. I I I 1. I , no I - I'll, 11 I,-,-,,- 7,99 ,5, pi I I . � a . = '5 m � - 24-00 16��: i 'O A OP , i; 1 V 1 , : , � , '110" ? ,, , , ;�� 9�, -if 11 666J0 - "I -, - I ,�i H, " , " I ! 3 , � � �5 �i , � , f_� I - 11 - I 9.35 _�___ 4, 2 , -, - ­­­,­­­.,,, I�A - � � � � . � , , - 0 0 Ir I 1 I ,� 1 0 8 , ?Z' : : � � I � 8 � ;� - 1 I '__ I � � . I I � I I � , I .A - - , � , " 6 �81 - L -11t _5 - _' � "S 26 - , , I", 'm , � � 1, , , " , ,", , , "" " I , I I '' 1 I - y - i - I I - 0�3 un , 035 - __ 700 --.--- _15 I S I 55�_ - I I � . - C.07 _.._______________ g.0 - 1362 $,% � �� I 2 41 � - .1 � � 2 �,� �s zi � -9 : I a i � L Ili I - h �Q I � ; zz i 0 0 � J i j i 11 I 1 I . I I : . �i,� ,�` � � �T � � �j a C 0 � : .1 , - I I , I �_ - I W + J� � 'F 5 g �� � W,115 I ... - , ,", , _� , - _� - ,_ , , ,�, , " "" "" , _� � _', , , ""'' IG I 1 �� 3 > I? 4.75 11� 1bg - O.IJI -9 �, 0 _i= q in e . I . . I - u �, -0 , �� � m 1 ,n ,��, , I I , : , � 1_ I ! C 1�= � �, - . I '� , I t; - : I :A , � I � , " � " ... . ... "" , , � � � I � � � I �L , �0.10 I I I �,67 9 9 r _j 1� U D - 6 1 � d ___ 'd � a - - , , a - t6 �. � 3� I ___ a � I 9 6 , d ___i_� I � , I - I I 1. 0 - I I , - : � � " � .J , � : �� :, -, _ � � - ,,, ­ W ,4 '' " - Q , D. a - , Q 4,85 x __ F-51111 2b - 4,0 _�_ 0,02 0,78 0,016 : 0'06 0'00 I OO.'0167 Q' 67 " " 'Q 2.0 - 0,0U3 - 650 _i�!_ � , , " �i�ll � 1,00 3,S19' 0,1466 16' '6 oi�# E _i� ' - 11461 1 ' '1',dd 0,06 0,00 , T max., spread 067,45 _ _____� 4 - 0,00% 28 4.0 -TUT-7775-16 T$ I __ � __ 0:06 0,00 0�06 0'()"o ' � �0,02000t'2000 0 0� 'oo ' _�_O _� 0633 � _± I 650 � 2, ,'qf - 1,00 , 1 S,'610Z �, __ --- '01466 0 " '66 " 2 14 Iv '11"'00 " -I ,-,+ 0,06 �____ uo - 9, rrox. spfead - ---------- 6 I 2B 6�0 Ojk 0 �72 0.043� I 0,17 0.00 , . 002 1 2.0 12 (),� ___ (),o(� ��,,,��'�ig�q,_3 � 0.99 3,5192 0,1466 0.1652 , _ � '0 78-2 , - 0 0� 17 1,00,;, 0,17 " �1110,;,`, 11 � " U,00 - 9' rrox, spread I a I .... I .... ........... - ... I-, 26 ­__...- 12,0 ... -l- 0,28 - 0,70 111:11,11,111, 0,196 ­ 078 .1 ... I..", 000 - �:P,78 ­­ ..... - ... I ... I ... 111. 0 0457 0,D200 I 2.0 uw 4�mb - I 1 - "' �� 0,92 ,3,5192, , ,9�14§13 11 - ,0,1549 -l- &3T 1.44 ',4`6631 11 -I _�__ ,711 00 , _R,__ . 1 9' frox, spread : 8B -__ 28 mo � 0,23 --,------- ()�75 . 0,173 Q,N 0,00 � 6 61D�' I 0.0457 0.10200 2.0 0.0833 '4,1 650 �­ ��,,'-,Al _,�O, 0,93 �.., ­.�, I 5 92 1 :1,, 1� I d! 6i, � , , :6,1564' 7,83 I ,2L, ' ,,',,,', , P ��,' � 0,6a � 0 00 - - 9' nvx, spread I I IQ - 2B I 4,0 0.(17 0,67 0,047 I . 11 0,19 0,00 0,19 0.0098 0.0200 2,0 0,0833 �C'1050 . �,,�`,4� � , , . 0,97 1 ',k�f!�21 � 'bA466 I , oA622 2,79 __!_ 1,43 ��,_,,',",� I _ 3 , 0119 0,00 - 91 rrox, spread 1 12 6-07 ,---,' �'�M � 4.0 .- 0,06 0,60 111136: Oil _'�, 0-0 __� 1-4 -7009-8 '_�_0_2�0_ - ___ ' '_ -2,0 - 0,0333 - 4,1660;: - ::: 0,9� 3.502 _51�2 0,1 4661 ­dA406 - 61637 __ - 2,48 __ - 1,61 -1:$7 I ; rl 612 'j,",jqQ�,' _1'06--'� 0,14 -0--- 0,00 - - wx, spread - _;P�� i 14 - .... __ 1_1�,�_,_ ---,,--- 0,02 0, is ;(:):I:b F001 0,00 0,05 0.0200 0,0200 � I 2.0 I 1 0,0633, I 41M : �"NF 1-00 3 � 0-1 6667 2 1-4 ­&6� ...... ,_-6_,6 ----- --- 0,00 #_ 7 spread !�21_1'1��1222L . . P67,2r]AZFK� ­_­,__­­_ _; ­__,_�B _1�2,�_ 1 28 _­ ­ 0, `7 7 � - __6_T_____!_1_0_1 1.1, _.. - ____ - . I - _ - - _.- __ 11 _ � .66 - DA9 --i-max, 1�__ _-- - ----A 680,70 670.(,� 2B 1 4,0 0XP 0,70 0��_6_ i '00 OM , �015i) 0. 6 ,0200 ,2.0, (� t 7 0,�Q an 4J650 1 2.72 � ", , OM , 3. 5 I 1�2 0 66 ,i4 0, Im, � 1, ,� I � 2 , ss , X sl� � I I , " �'� �00 � , ,I 0,1 -I 0.00 � 9' rmx, spread I 188 ?B � 1().0 0_14 � ().75 0.255 1 02 000 1,02 1 0-0200 0,0200 1 2-0 0,0833 I I � 41�54 I I ' &QA_ 0,83 3.5192 I i11466 � ­..� 0,1417-,: � 7,64 1 A.3i � ­ I � " �4,04� ,� 1,02 0,00 - 10'rnax� spread 20 - 2B 1 8.0 1 0,23 0,7; 1 0.173 0,69 I 0,00 0,69, 0,0120 1 OMOG , �2�O 0,0833 ' 1 1656 [,�W 0,85 3..5192 0,1466 0,1446 5,49 1,46 li�90 �' 0,69 1 0,00 - 9'max, spread 12B 28 12,0 �),44 0_74 I - 0�326 __ 1,30 0�00 - '"'I , 1,30:: 0.0120 0,0200 I 2,0 0,0833 � - � 4,1650 � Tii�' ' � - 0,74 - 11 ­11_�, �3,51�92 � _ 0,1466 11 '0� 1285 7,70 _141A 1,56 11 1oQ 1,30 ' 000 _�_ - I Trriax, spread 25 -(m(;, e,�­ 3A NA 0,22 (),1,7 0.10 0,68, 0,00 ,0,6$ O�0800 0,0200 0.0 0,0833 "AA650 -3,90, ____ 0,95 , ��0000 11�1000111_010001 6.Z8 _______ -, `,'1,00 , 0,6S ,00 - 10`nv)�. spread - ______________ 28 3A NA 0,21 0,71 0,162 I 0,65, 0,00 OzS Qo$e4i 0,000 0�0 0�0�33 ­ ,416SO I'll- ��',,, �' � � !,,§� __ 0,96, 20�10P , 0001-0 P,0000 , ),02 0,0200 Nik W A' - To `� 1 0", 49;� 0165 - 0-0c) -- I 10r rrax, sp read - , 30 _____________� 3B 6,0 0, I2 036 0,091 , I . U,36 � I 0100 1 . I O�36 00200 0.0200 0.01 0.083� 4A 00 � - `,,"-,',','4-` ,,,,,, 0,95, , �LOQQQ:, , 0,90Q0 1 0,6200 1 NVA NIA R `5 I 0,36 , . - , OM � I IQ, max, spread I 32 313 12,0 0.31 1 036 0,267 1,07 0,00 1 [�1,67 1 O�0200 1 0,0200 1 6,01 1-1--l-1-1-11- D,M-3 11111- ­., 1 4A650 I - � 1, - - �` �0 �'# , O�a 1 2�0600� : . 6011 0 6_0�00 I NIA [� N�A 5� Li'-j.,,'N­,�' ,,, I 1,0T 0,00 - I 1 to, rrax, spread - for irilets draining to stormwater management facilities, where overland flow to facilities is not available, 1 00% capture is required at 6,5in/hr I a m Wkw, �.�j 11 0A, 'pot e 4ll$ J, -6 4 m - � C) C NOTE: I �-� I /I ,., 1k - " �?" --- ALL WORK RELATED TO REV. #7, t0 / " � DATED 04/23/2018 IS CERTIFIED , "' ,�e- �,�,,,� J,�,,�� 11 i ',7 L Trig' -/W BY BY JIMMY L.TAGGART, P.E. . , � �, ' - I ) Lic. No I,- SEE PREVIOUSLY SUBMITTED � � `?Po 228� I I '�, I Q ff J,X, 1\1 PLANS FOR EARLIER P � � 0 ­�3�'. v,kc, 10,04 -,I(; N A'," , P�4 &_ -- , _A�/ CERTIFICATIONS. I � ­­­­ FRI 0 M- 11 I ­ I .11, .111-- TIO I I I 11 AREA 11 11 DRAIN, I ' I 'A " 11 I RUN- OFF COEF- CA I I I N C R E - MENT 11-11 11 CA A C ' CUIA- ULATED INLET - TIME t o RAI�l- _F�L�, I- I a Yf, I RUN- - ' I _qf�'_ I N-V,' ' I 0 - ELEV, 11 ______ 11 I'll . ,,-, 1. t � I N 11- , f,17 � 683,00 I I � 1,41:� u2n , , I - L9 I - . I G13219 1 09 � 671,70 I I __ INV- ELEV. � ri U T ­_ I LEN, __ _­ SLOP'E I I Olk FUL� 0 ��j FL , '' 'RAT E VEL_ I 109 � t, . FLOW I � I I TIME I RYW ' 0 FF , 1 00 y�, I I VE L. ' , 1 00 yr� I ac(e� C min, I-- in/hr ­­­ 9,35 I , ____________ 6430 - 6, 2 2 6,11� ft. ;,I in, C,f,t� - 5-00 4.Q, 411 1132 I. 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I � 24,00 31,43 - - 11 - I 9.35 _�___ 4, 2 , -, - ­­­,­­­.,,, I�A - - -------- - - __ I 10A - In 17 0.34 - 0,75 - 0,26 02 6 _____ 5,60 &67 :1,70 676,610 67LOO 74.11 � 534�',/ - 15,00 14,93 T91 9,5 2-2 ,,,,, -,, � - L -11t _5 - _' � "S 26 __ 21 -2,3- ­ '6 46 ' ' ' :::� 2 0 - OM __�, _E 11� __`­� . 2 I 21 �B-OW2 2 - 0,74 076 - 011 7 77-7- - I I - O'�3 I . 0-01 - 11,16 -(117 - I I - 0�3 un , 035 - __ 700 --.--- _15 I S I 55�_ - I I � . - C.07 _.._______________ g.0 - 1362 $,% - - __ - 1,97 �69,A' I , I � . I � I I � � a6l Q31tl - _____ 1,67 gari7 � 520 6705il __ ____ 69,01 _.. KdU,80 ci6 ___ m - 669,12 I 26-52 ... 51AI - - loui ___T_ 65,19 - � - 0.29% 4.,q q % 1 9,3,',','-. Z NY. - _ 15,CO . 15,00 15 15 __ - 5.74 142121 -------.- 1 lull gr 1 - 4,22 5,77 -__ 9,62 - 3,11 I 1 I I , - 0 , __ , . ,,'. i � - ju � . al I __ - � 2.6 I I I I - , 11 I 6�8 2,2 6-8 - - 4,5 - : 6 3 - 11 , " -_11 410B - � ?a 0,16 1106 0.14 033 1 5,47 6,51 6X 6 6 1J, (25 �� � W,115 I 32A6 052�% 18 7.57 4.75 9, e, O.IJI 4, 5 ___�I_D2 _?2 0. 5 0 1 .1 I -------- - I � I . I I � I - � � - - - - - - - - - - ___711�q_35__0_T11_ 668,99 I , � I I I -T)T)'to� 1-5 1 0.15 O.Gj 6,Ifj , �0.10 I I q,(10 �,67 0,61 67� 9X5 I 27,75 1,00.9 12 4.N3 1 4,'U i3.5 � 0,' I I 4 �_ ;�, I . I 1 18 - I , 1 6 7'? 1 F - .11 $63 � 2.45 , 6711 670 Sil - [ 4 0673-1 - �,49 1 4,85 8, � : 3,2 F-51111 ­­ ­,.,.- � I � � ­­­ ''I � .11 I ''I'll � I I-- ­­­ I I I I - I .11, ­­­-, � 11 I 11111-11- I � I ; : �� Ws ign S tortu Year = I 01 � I � � � I I I "I I I _.� 11 11 11 I � I '. I I I ­­ I I I I I .1 1. 11 I., I-— � ; I I I I � I I I I I � I I ­ ­.___.__­.______­ -- I : - - - __ ��,i�, ,,77-'[-_-_7_-j - ----- --- - --�7 - - ------" __ , , ,,, . ,­O�� ,,, "I I s F___ �,,, " n�- -, ��,��-� �_��" ,��', �'­ I 1" . - - __ """" �� , :_z 1 -, I ,_�, ;.41�­ -­- 11 -'Fl,", ­­- " I'll --- � -­-­-,­- - I I _71"I.T �­ - ��.'_'__, ­ �,: �:­ "-, � I' 1,11,- � I ,,,, ­­', ,­- Z��_­ .�,��,��, 11-1 �,._ ,� ='�" I ::� �­_---_____ ___ I- �,, ,__, �, 1. ­­ ''I --I-�,,�-111,111,111,11.111-�.-- � I 111'- � I I 1- � � �, I I ­­,.­.­ I , I ; , I ­_=_ ___ " __ -'ell ;�_111,11­ , ''I". I �3111T �11. - _LL4______ 121) - 1 () 2c, I 0'-1I (1,18 ­____ 0,18 6, 00 6_35 1 _21 680,26 -1-1-1-1- ....... .. __ - 8A 1 15 - ___ __ 3118 � I 672,00,671,801 111111-- RCP 12B I , I � I 28 . � I � I , 8 3 ,, W ( - - 082, - 314,8 4 0,000) 15 - iJ.) 1 13- 1 0, -7 - 1211 - V DOT STD, IS -i 1 oXI5 : 0,79 OX9 0,22 6,17 630 I j I - . �� z Uj Z 1 __ U) ; �Curb and 12 l 1 ��=���� I - __ - 682-70 6$2.5_5 _28_,S7 0.0052) 15 4,1, 1 13 S'S � 11111111111111101� I I .. 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I � I � 19 � =,-";, ��, , '.1 I � I . .% - I 134 __ - I " � z I I , � �: , - I T I ---I-- - I _ � - SB .--- - - _�)_7_223_ (_75 15 k*E#�* 0. 17 1117 5,W 6�67 ______ 1-1 I _71T_0T__6715_Q - VOOT STE), ts-1 . --- 74�91 - - - 1 8 -------- � ,___­��_77F - �� - I I - 1) ,0 1:31 REo 4- ''I'll'', ____ - 31,18 - 0 W(A - ------ - 15 ---I----- - 5�2 JA - 9.2 . - 1 X 1 (��2 0,78 I rCO16 I 1 0,06 0.0010 76 - ��200 _�Lwwlo_ to - 0�0 , QW3,3 oa33 I __ 0,11 I L5,"'d.bo: I , L),104 241 10' rray, 3 t:r ead OAS 0,772 0, I 3 ('1 I 3 QX) - 6.35 0�8 Combined fln�v - I 0,0 � � . 7��# 2,0 1 , U833 1 _____ _--__ 1-� �']", ­,'�,�: 10' mv�xl spre,qd - - ­­ left 1 - 660� 28 ___ 669,09 3-10 .) O.W51 - 15 0,60 1 - __ 13.2 10,02001 ?1� :- 0,0$33 1 - ,003 0163 Q 02 0,47 7,10 I 6, 04 2,9 - 1 I --ri hf 0. 5 0 1 36 _,O�� 1 -------- - --------- I A) - . __T __d, - - _F - --'T,- - - - - - - - - - - ___711�q_35__0_T11_ 668,99 �O �13O 2�76­652__ -T)T)'to� 1-5 _7 ,,(,-I 5�2 2,6 � ��� - _­­ At ___ ­_ _____F __ - 4,23 I ,, 0-1 7 , .5i 15 K03, 95 I 11 I _:L_�____ 1 - ___ ____�1 F - 10'rrox, spr.ead 1 18 - I I I . . . : I rf, ght 01,010111111 668,75 0673-1 IS 33 , , - __ 0,0050 - , '24 L6110 53 1 35�0 - _ , � _____� 4,1650 i o� ("A -------- O�70 (kw l-,,jr; -"7.3 5�88 109 I 1= - 111112,120 0.00 - --- __ - , I I I 6B 0,98 � � ___ - T - 010=8 667,72 067,45 53,64 - 0,00% - , 24 - 16-0 5.5 9 �8 T$ I __ i 613 I U-091 � 0,59 0,25 0,70 rl� 18 � ;F , 2,43 - , M) _ 5�94 I 1 L9 I I I 11 I Vmdx, sprea I 1 ,..Tt I - '13 Mo �_­­ - 16 0,36 0,1�1 - U84 0-55 0,00 I 6673S 667,19 30,17 __�_ ),f)(15I 24 . 16,22, 5,0, - 5 (� (6 I 002 1 - (109 12 (),� ___ (),o(� ',�, I 1). -,�V) I _i � 8 1 I 11 `� zo I 0 08m 1 ______ I 1 � 11 - __ ______JF I �­­��,& 16B 1 1 - - - cor*neciffmv 66710 - 66696 26�03 I 0,00io 24 16,0 I 5�6 4,7 � __E___ , ,t)"10 [ 4 . .... 1 o'i)2 I 0 , 1-1 & 0,01 . __�,__ 2, !� 07 _3A_ ,'o _P_�� - - - - - - - I I- 0,3a I ,0,00 0,38 I I 0,0200 1 - - _> ---I- t - I - - I - , __ I I - 666,86 - 606,10 - YjA_3 __ 0�0193 - 24 -, 77- � 31:4 1 3 - 4�2 - ____ - 18B ----,-- 18 0.34 - I r ��s j ; 0,26- __ _- Q26 5JX) 6, 0 7 L7 - - 676,W - - 6-72,W _­_, 774,91 "__ 0,0534 - I5 I ,9 1 7.9 -7)-T- _­_ - I . . I . . I corrb�ned flow 6.6 leff I o-02 I :�E� 13 0,08 0,00 I 0.08 11-1 ::E,10�6_2�a _1 __ _Ti� - I _____ W rmx,spj�ead I � I I __�:11_3__1­044 ______7 Q.02 1( _074 0-33 ____'6­3_3� 7.(-)() 6-07 ,---,' _0 - -"'- ----' ------I 4�_16-5011,11 I __ - _,_ ' '_ 2:1 - � - 1 - - 01-01 I - 22 66�00 669,0, 2652 0,0079 is 1i _7 1 4.2 I 6.3 -----,::: -------- - - - ---,,--- 7--4- - - __ f __ - ___ - _____f__ . � � � I � � - - I ___�__ --- - ---� - 30 0,00 ri "O 6� I _1 0�76: Q09 OT) '15 lX) ­&6� ...... ,_-6_,6 ----- --- I I � . � � . I I !!!! ... ::,�Ilefl: !�21_1'1��1222L . . P67,2r]AZFK� I _1�2,�_ 1 28 'Is Q 2 J 0, `7 7 � (� FT ___ 1 __(), 2-TT5,15 6,62 1�7 683%30 6X,M 51A I 40489 15 - - - 14,3 5 J� 8,9 1 . I 0,17 26 0.122, 0.49 I OM DA9 OMID ' 0.02 - 680,70 670.(,� 106,79 O,tfj',8 t5 19. 8 9�6 11-i I---- `( i 74 _� (),'7" - 0�71 7 (� t 7 (1779 15,33 6, 5 6 i��? - - . . � . 1. 0,11 ... [ �,i 21 oll 1 ----. 9,max, spread ''.''. , - I 67q.5g I (xa 12 6S,19 0,0224 IS 9,7 1 S, 0 8,1 _11-1-1-A �F­111 0, 16 tm;6 :0,14 0-93 5A7 - 652 1 6-1 1 1 1 , 1 ---.----- '20 ____ r I I ______ � 1 1 ­­ , 1 ­_­ __.__.­­____ __ �� � . - ___ jii-46 -_---_-_...1. 0,0052 1 I ...... �__ 18 � - 7,0 4,$ ____1._-._ - 68 __ - ___ YI)2 � 0A5 0-69, 1 010 (110 J,(Ki 6-67 0,7 � - - - - K-5 k q � I � t 1 0.31, 1 -TT-m � ) 7Ti- _iD -7'-- 5,11 I - - 0,63, I -" 2.5 6760"t ­_ 675��( __L_,5,L I 27,75 _ 0911�0 _. ___,__L__.[ 2 I I 4 'S ' +3 _�� 6, 5 ------- - --- I - I 1 6 7 1, I t Y I -(m(;, e,�­ - 01 I t5, I 6, � 1 4,9 K5 (�) m ffmmmm=mlmm��� I ______ - 1111111���Z­ ----------- - - -- ----- � � : PIPE INFORMA-noN: ��l --- ---I - 11.11,11, DI -2B CG -6 10 680,26 1 V130TSTDAS-1 - 8A 1 15 - ___ __ 3118 SLCOMINVIENTS --- m 672,00,671,801 ��=����� RCP I I I '' . I I I I I � � l-, I I 28 . � I � I � ** � ��=����Em����E������ � � I ___ 1 DI -3A � CG -2 N/A 687,41 V DOT STD, IS -i 27 - 15 � 106.79 U8% � ��= RGP - . �� z Uj Z I - � ��������� U) ; �Curb and I I Gutter , I : 1 ��=���� (D 1 DI -2C CG -6 1 6 67Z27 VDOTSTD�ts_i ��M������ is 37,03 O�51% 1 669�28 � 11111111111111101� = .. I I m1mm � ���� ��� �*- �W����� I I-- I mm - I 1 DI -2C 1 CG -6 4 I 111111111�m��� V()0TST0,lS_i -i-1 15 a6i ����� 66&99'668,85 '-6--- = �, � � � I I I ��������� � I � . 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I I I I I � � l-, I I 28 . � I � I Z 11 � __ I I � � I ___ 1 DI -3A � CG -2 N/A 687,41 V DOT STD, IS -i 27 - 15 � 106.79 U8% � � RGP - . I I . ,� z Uj Z I - � 24 U) ; �Curb and I I Gutter , I : 1 (-) 0 (D 1 DI -2C CG -6 1 6 67Z27 VDOTSTD�ts_i 23 is 37,03 O�51% 1 669�28 � 1669,09 RCP 11- ,, :111.11 , 11 I ­­ ,� ,�� ­ I - _` � � I ,� I I - - � I I i� 22 ­ I I I I I I-- I i - I 1 DI -2C 1 CG -6 4 672-73 V()0TST0,lS_i -i-1 15 a6i 1.03% 66&99'668,85 '-6--- RCP �, � I I I I i � I I I 20 � I � . I I - I 0 I I 1. . n I � I I , _J� " - � ... - - , ­': '­�,­ & DI -2B CG -6 8 672,76 VD0TSTD,5-1 19 24 185�33 0,50%, 66875 667�82 RCP ,� � 1i I I 1 I I . , E :3 0 18 '' - , , ie z: ": 'n, - ­ - - - - I I . 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LU rn t a 3 - - F .t - C)o ce LU = 13 E U 0 - 0- I m -0 � 0 JOB NO. _0 C 0 02009 � U :3 -6 A �jo f 0 cn c6 -� � I,& ) 6 SCALE ____ CO > 0 .�5 -0 :3 NIA C: 0 Q C: .- -1 co - r � C, Q) > SHEET NO. 0- IV 0 13 W V) U) � Q) 0 = -r- �_ _:� REFER TO TREE STAKING DETAIL TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT DETAIL ROOTBALL �\ \ f NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND 2. SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. TREE PLANTING SECTION Landscape Notes LD -004 N,T,S^ � /\g\\ \ `z i ROOTBALL i TREE GUYING DETAIL CONSISTS OF 2 GUYS,SET 120° AROUND PLANT PIT ON "UPHILL" SIDE REFER TO TREE STAKING DETAIL COMPACT EXCAVATED SOIL,. TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF TREE TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED REFER TO ROOTBALL PIT x DETAIL \\\ 77�< NOTES: 1 SET TREE PLUMB PRIOR T O STAKING 2. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL. BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT TREE PLANTING ON SLOPE SECTION 1. CONTRACTOR TO USE EXTREME CARE AND CAUTION AS NOT TO DAMAGE ANY TREES SCHEDULED TO REMAIN OUTSIDE LIMITS OF CONSTRUCTION. LIMITS OF DISTURBANCE AND TREE PROTECTION FENCING SERVE AS LIMITS OF CONSTRUCTION. 2^ NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT (LA) TO DISCUSS TREE PROTECTION EFFORTS, ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND/ OR TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCUR. 3, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND/OR TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST OR LANDSCAPE ARCHITECT PRIOR TO WORK. 4. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMALL BOBCAT/TRACT-HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. 5. ALL PLANTS HAVING A QUANTITY GREATER THAN ONE (1) SHALL BE MATCHED AND SUPPLIED FROM THE SAME SOURCE (PER SPECIES). 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME OF PLANT MATERIAL DELIVERY, BEFORE ANY SUBSTITUTIONS OR CHANGES, IF SCHEDULED TYPES ARE UNAVAILABLE, AND FOLLOWING INSTALLATION. ALL PLANT SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO PLACEMENT OF ORDERS. 7. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY AS WELL AS AFTER INITIAL PLACEMENT PRIOR TO PLANTING. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT 48 -HOURS PRIOR TO DELIVERY. 8. PLANT LOCATIONS TO BE REEVALUATED AND REVISED, IF NECESSARY, AFTER FINISHED GRADING. 9. MULCH IN PLANTERS AND PLANTING BEDS TO BE CLEAN AND FREE FROM PEST AND DISEASES. MULCH SHALL BE APPLIED TO A 2 -INCH DEPTH. MULCH RINGS 24 -INCHES MIN. IN DIAMETER ARE TO BE PLACED AROUND ALL TREES NOT LOCATED IN PLANTING BEDS. MULCH TO BE DOUBLE -SHREDDED HARDWOOD. 10.CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY PRIOR TO ORDERING. 11.ALL STREET TREES WITHIN THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED BY THE HOMEOWNERS ASSOCIATION. Conservation Plan Notes: LD005 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. ALL. PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, 3. DO NOT ALLOW AIR POCKETS TO FORM WHILE BACKFILLING. 4. IMMEDIATELY SOAK PLANT WITH WATER, 5. SEE IRRIGATION PLANS/DETAILS/SPECIFICATIONS AS THEY RELATE TO THIS INSTALLATION. SPECIMEN SHRUB (AS SPECIFIED ON DRAWINGS) 1. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWtATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORRDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. 4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE N FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 8. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A PROFESSIONAL FORESTER OR TREE SPECIALIST. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES WITH AN IRON BAR EVERY 18" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 1.2" DEEP AND MOVED BACK AND FORTH IN EACH HOLE UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP. REFER TO ROOTBALL PIT DETAIL SHRUB PLANTING SECTION ..,r'•:'a`"•' lllll�-11111 ROOTBALL a l�lllllj��l _j=11111_.- ___=11�I1=11111 11111=11111=11f11= (1111=11111= IIIfI- 11=(!ill =1(Ill =11111= IMI==_IIIli, TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED ct ttrrt�y of Altaetnarle +i o e€ %-ition I;'lim Checklist -T o be placed on Landscape Pl<rna (Ictandboolt, pp 111-284-111-297 for complete spe-cifica€tions) N.T.S. 1. The following+ itenrs shall be. s,,ho s n on the €sewn: Tree; to be Saved Liutit� �i`e:i�.u"irtu t'isttt sick cl€ilalure Lrf llUcs [� 6� ttve€1�;, La�rEtlit}z€ttn€1€t'2� r?f'p,tcjtectL�:c f train Grade dian c s rv�prtit`its� G€ �2�etls ea"� ally; !'r���t3s�J ti�tas:.Itiripi ur tusui�tirt� t,cyra.}€i,l tYt«y Iittut � wf c:iwari€s�. 2. 14larfct€►ns. ll t€`cey fi 4 bU si t i s1t,al1 I e rri rz§vt i t ^ith laristt ?r trbG ryn at as "lit cle;aady - €,ible to equip'neut operators El l taa i a°<ttlirt sli all b 3n a€r l l ttra tri tzaa.€I tra Irate taen ictsl to i at€�l rtwroved by a 4:,.;urzi, ltasrjct t J. I've-Comtr meteors Conference. e. ire c j,€ >ecz�r�tiezl t€n ire tec;€icrzz raa asuras shall tae i'swiowed wiL (he confrict'=r ura site. 4, Equipuunt (Aperatlan and Storage: � IEa i �-y€.ai�ut�nt, t�ttte�4clar tratzi� zul�l at��ria�4 ref e�ia�treicZieta g;ratwri�l; icrcltt�lira suit iaall zavt Pie I.t�,tizvft�d v=�itlaitz tLae dza�Wtts <>f tc-vss to be Etta od, ,, Soil Frog ion and Stornm ater Detention Ge4icess � Such t3r;tirc�> �Fzall ttr3t arcliP�r���. �t12'�s:t tzuyv� t€� h� �.a�ac�;t, 6• Fires: i°ate-ari.,xrr,t Icarr€itt.r> ti°ritluri 1G€7 I'e,t c,f iiae ct€.pflr€ie cat° tr . t<:P t, sa^a t. 7. Tosie 1-lattcsials. El To is €nsatetiaata ,hull not be stored within 100 feet of the driplirre tie trees to t: „[av, ei. S. Protective Fenchm: ® ?:'as s tc, t7c r`erxirt c[ itliirb ,t } f�6t caf za I tul ,sari laiulalatr c=r r<rctins aotivity dial.l be protevted by CetamIg. racitt .l ixll k€e :ta jtttitt ¢a sti ptall t c,: itr Ia tc l arra t uta i c , c,t Ia, Ez ;cdtixtt� It .la etrat` gsrit c' t ratiitt canis, ucti<itt.. 9. Tree kVelh: When the r,ousele el s , .be jr,ugectd, xcta,t€zrc�€'n a€atv� Jl Taitarr€itted #u€ ap,l nova€L. 10. Tree W talfv; � ?1`trc;xr ltae< „t L=ratai 1�,: el cttrt�t; tai 1���><c f`�cl yea€lana tl.e clr It?];ut� a f�ea,, to t c aa�w ed:I, ca tte� .�;ali sirta[I ttM I�r�^; icta<c[, anti. a c c^ras€r ra�:tic�+t dastst€7. 3ast?tnitt <1 fo tapaprov at. 1i. Trenching and Tunneling: 'g'ria�n trs;rtclstta , i; r3:.pura-�ct z,t`ittri€r tlau li tater; �f c1e.Lta tib;, it alltit3 i��. rl€'sty �� 4tu` tt^rta� l'a`a€zxr liras luau!..`., {at Ct�c Z:s l>n. ,aGte-. °I'urtttclirt�; utider a large tree slut that necessaxy trrnc,ltitag will (Se>trt;° &a ede wota:. 12, Cleanup - W Frestceti�rftacinahatlt»the-Ir,titrttt tcratctaE=ldunn�theliitztiicdl<rtir€a. UI )trrnt cx T r aas idEuaaw�cl etc e; s1i ap] f,°M tr ::aCetS i€st€€tvGt.art ls' t ^ tatCrizlp, 1e€itl?ali4stt cy r,tlacc aatetklt?cl i'ec taartaeta l ci t3y' a€ trc kla NOTE,, IT JS TltE l)t,'VVI,t71IFRIS IiES110,N61lit IAT' ° TO t'C}'r,l' i;i2'F'r? I7T11'1 HE CO tiT RA C. ill$ LI.N T RIA., (1,0NS1<A1V;ti l l0N RLI'Q II{EI JLt'STS. t;,{)N'altACT Pt;II[:1;t,t N. ,',it.S14 m VfUkl' 511/06 page I Of 1 BACKFILL TO TERMINATE AT TOP OUTSIDE LIMITS OF ROOTBALL ADD MULCH OVERTOP OF ROOTBALL AND PLANTING PIT LIMITS, BEGINNING AT NO MORE THAN 1" DEPTH AT TRUNK AND TAPERING UP TO A DEPTH OF 3" AT PLANTING PIT LIMITS, THEN TAPER TO PROPOSED FINISHED GRADE CUT AWAY ALL. WIRE BASKETS AND/OR NON -BIODEGRADABLE ROOTBALL. WRAPPING AFTER FINAL TREE PLACEMENT. BURLAP ROOTBALL WRAPPING TO BE UNTIED FROM TRUNK AND CUT AWAY TO A POINT AT LEAST 1/2 DISTANCE DOWN ROOTBALL. SCARIFY BASE OF PLANT PIT WHEN EXCAVATING PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN (REMOVE AS NECESSARY TO FACILITATE DRAINAGE) VARI S ROOTBALLf -+ REFER TO TREE STAKING DETAIL Y BACKFILL WITH CULTIVATED, ORIGINAL SOIL FROM PLANT PIT EXCAVATION IF LOOSE, IF EXCAVATED MATERIAL IS NOT LOOSE, SUBSTITUTE WITH ACCEPTABLE TOPSOIL MATERIAL. AMEND BACKFILL PER SPECIFICATIONS, COMPACT BACKFILL IN LIFTS BY FOOT, WATER THROUGHLY AT 1/2 DEPTH. RETURN AND COMPACT LOOSE EXCAVATED MATERIAL TO PLANT PIT TO ESTABLISHED PROPER DEPTH PRIOR TO PLANT PLACEMENT NOTES: 1, NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATION WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING, PLANTING PROCESS. SECTION vIII op N M rn o N fn a (D cn N o g Up , .� JirrL rTt 7�tT;i4 Li' 22841 plc , 01 J* 7M� 1�1910NA!, '0_ 1.14 1992 NOTE: ALL WORK RELATED TO REV. #7, DATED 04/23/2018 IS CERTIFIED BY BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER CERTIFICATIONS. LD_001 N°T.S, 3.38 Lu N 00 o Q N M rn o N fn a (D cn N o W IY D Q I- o W L o Q O O 0 v V) CO U Lnu U Z O Lu Z. = Q Q OZ <w F -a w a H zz w �' w ui cwn Lu N > De > Ce U) 00 LLI z 0� Cl � [� w ¢ °- r Q Lu N 00 o Q N M rn o N fn a (D cn N o .• Ul W 4 CL a 1= @) ©c WLL ` Q�Z J z W J => Cr 0 ri �� cowl z T r, � `` _ p �, l D g rz___I o LU CL at,t Q) LuF --i as l !- 06 CIS W D � w 0w z CDC z D w oL Dz � J z sw O U o O L� � v z -0 0 _J U T� z °3 0- H �cnm U -0a x O Q 0 U0+ D � D D C3 .� Z c 't �-Y W W D w � z / n 0 c V zo Cn w U 41 z J J0 J U _I u U v P-111 a� v J o� L� co 0.2 X� 9 v o IVB I' Lu o 0 Q � D Lui- w 0 : •E O = U .- a cn 0 JOB NO. 02009 Q u> �j ' SCALE D ._ �I1j Cm a v N/A D D� SHEET NO. n v 0 15 �� 0a D f° LEGEND EROSION & SEDIMENT CONTROL EfFEC77VE LIFE /S 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED ge ROADS MEASURES: SB uzhea 550f ,. jai• (lie s�°a,t stofa "e Volume is filled with sediment. All s«�eded aaar eas arty to be L___: ---L --..... __....____-1 EXISTING CULVERT - STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE EROSION CONTROL NOTES DESCRIPTION OF EROSION & SEDIMENT CUL VERT WTH THE EROSION AND SEDIMENT STRUCTURAL THE aCD CONTROL MEASURES: S PRACTICES USEDAIN THIS SECTION CONSIST OF FHOLLOWINOK. ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION THE ESTABLISHMENT OF A 7EMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING WITH DROP INLET & STRUCTURE NO. FENCE: AND SEDIMENT CONTROL PRACTICES WILL BE CONS7RUCTED AND MINIMUM STANDARDS AND SPECIFICAT70NS OF EROSION AND SEDIMENT CONTROL MEASURES: 1--- TD 3.01 SAFETY MAINTAINED ACCORDING TO /T /S ANTICIPATED TO USE CONSTRUC77ON ENTRANCES, DIVERSION DIKES, EX/S77NG SEDIMENT BASINS, CURB A PROTEC77VE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA AND SILT FENCES WILL BE INSTALLED TO CON7ROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL CURB & GUTTER TO PROHIBIT 774E UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY THE PUBLIC. APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES TEMPORARY STOCKPILE -77'PROPOSED UNSAFE BY VIRTUE OF P07EN77AL ACCESS BY THE PUBLIC. REGULATIONS. ES -2: THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PR/OR TO AREAS WILL BE MAINTAINED FROM TOPSOIL 7HAT WILL BE STRIPPED FROM AREAS TO BE GRADED PAVEMENT N TRAP: J. 13 TEMPORARY SEDIME T THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE AND STORED FOR LATER SPREADING. STOCKPILE LOCATIONS SHALL BE ON SITE AND SHALL BE EC -3A DITCH ENTRANCE. 302 CONSTRUCTION PAVED A STABILIZED PAVED CONS7RUCTlON ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO STABILIZED WITH A TEMPORARY VEGETATIVE COVER. PERMANENT SEEDING KILL BE PERFORMED FOR , approviIII; authorim VEHICULAR INGRESS AND EGRESS ON A CONSTRUC77ON SITE. TO REDUCE THE AMOUNT OF THE FINAL INSPECTION. ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONS7RUC770N AC77W77ES HAVE DEPTH OF EC -3A DITCH MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. ES -3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL 6,. CONS7RUC77ON ENTRANCES SHALL BE INSTALLED AS SHOWN ON 774E PLANS TO REDUCE 774E TO OR AS THE FIRST STEP IN CLEARING. BE LEFT DORMANT FOR A YEAR OR MORE. SELEC77ON OF SEED MIXTURE WILL DEPEND ON THE 77ME SILT FENCE 3.05 AMOUNT SEDIMENT 7RANSPORTED ONTO PUBLIC ROADWAYS. ES -4:A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL OF YEAR APPLIED. EC -2 DITCH BE MAINTAINED ON THE SITE AT ALL TIMES, TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT .1 I€ziZlarci �lrtrrit}', 3.05 SILT FENCE: ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTT W TIES IN AREAS OTHER THAN EITHER INDEPENDENTLY OR /N CONJUNCTION WITH A TEMPORARY DIVERSION DIKE. 6„ DEPTH OF EC -2 DITCH A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SMTHE77C FILTER FABRIC STRETCHED INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED TO, OFF-SITE FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WITH FAST GERMINA77NG ACROSS AND ATTACHED TO SUPPORTING POSTS AND ENTRENCHED, TO INTERCEPT AND DETAIN BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A VEGETA77ON IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELECTION OF SEED MIXTURE WILL ­.~ EARTH DITCH SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUC77ON OPERA77ONS IN SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND DEPEND ON THE 77ME OF YEAR APPLIED. � ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE, AND TO DECREASE THE VELOCITY OF APPROVAL BY THE PLAN APPROVING AUTHORITY. CONSTRUCTION ENTRANCE. DRIVEWAY CULVERT SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT ES -6: THE CONTRACTOR lS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL A STABILIZED PAVED CONSTRUCT70N ENTRANCE W17H A WASH RACK LOCATED AT POINTS OF BENCH M ARK LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION S17E. TO REDUCE THE AMOUNT OF MUD LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. APPLIES BELOW AFTER EACH RAINFALL AND MAINTAINED /N ACCORDANCE WITH THE WRGIN/A EROSION & SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. TEMPORARY FlL L DIVERSION 3.10 TEMP SEDIMENT CON7ROL HANDBOOK (VESCH). ES -7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL C0NS7RUC77ON ENTRANCES SHALL BE INSTALLED AS SHOWN ON 774E PLANS TO REDUCE THE CLEARING LIM/TS MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING 1 1. _ _ _ _ _ 307 STORM DRAIN INLET PRO7EC770N: SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS VDOT STANDARD STOP SIGN A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN SILT FENCE. 3.18 OUTLET PROTECTION: INLET OR CURB INLET. TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS APPROVED WATER FILTERING DEVICE. A 7EMPORARY SEDIMENT BARRIER CONSIS77NG OF A SYNTHE77C FILTER FABRIC S7RETCHED ACROSS - _ _ _ __ - __ - -.f,�o EXISTING CONTOUR PRIOR TO PERMANENT STABILIZA77ON OF THE DISTURBED AREA. INLET PR 07ECTlON APPLIES _ ES 9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AND DETAIN SMALL N POSTS AND ENTRENCHED. TO INTERCEPT A AND ATTACHED TO SUPPOR77 G EFFECTIVE LIVE IS 18 MONTHS WHERE STORM DRAIN INLETS ARE TO BE MADE OPERA77ONAL BEFORE PERMANENT PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERA TONS IN ORDER TO __(200)_ PROPOSED CONTOUR STABILIZAT70N OF THE CORRESPONDING DISTURBED DRAINAGE AREA. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS PREVENT SEDIMENT FROM LEAI/lNG THE SITE. TO DECREASE 774E VELOCITY OF SHEET FLOWS AND 309 TEMPORARY DIVERSION DIKE.' OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. LOW-TO-MODERA7E LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS SHALL BE INSTALLED DOWN 240.55 PROPOSED SPOT ELEVATION A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT 7HE TOP OR BASE OF A SLOPING Borrow, fill car waste activity ini'cal�°ltzz tacittStri<tl t, pe �€ wer equilament shall lit, limited to SLOPE OF AREAS W17H MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS fes,-- CURB IBC DENOTES TOP/BACK OF DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM INDICATED. THEY SHALL BE INSPECTED IMMEDlA1ELY AFTER EACH RAINFALL AND MAINTAINED IN TAB DENOTES TOP OF BOX UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET. TO DIVERT t,�vncn-d construction notes L%I'r�`iou {inti Sedimen1.t Control Plano ACCORDANCE WITH 774E VIRGINIA EROSION & SEDIMENT CON7ROL HANDBOOK (VESCH). EROSION CON TROL ST lZI-® J. 12 DIVERSION. A CHANNEL CONSTRUCTED ACROSS A SLOPE WITH A SUPPORTING EARTHEN RIDGE ON THE EfFEC77VE LIFE /S 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED ge a ST &P°a`8 SB uzhea 550f ,. jai• (lie s�°a,t stofa "e Volume is filled with sediment. All s«�eded aaar eas arty to be a/P AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER. aSF �--�-•� (2) r, Cg) aCD EXPOSED DURING CONSTRUC77ON UNir/L PERMANENT VEGETATION OR OTHER EROS/ON CONTROL S OUTLETS TO REDUCE EROS/ON AND UNDER-CUTTNG FROM SCOURING AT OUTLETS AND TO REDUCE S THE ESTABLISHMENT OF A 7EMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING WITH SEDIMENT TRAP J. TEMPORARY SED a PS PS TO 1--- TD alP SUBSURFACE FLOW IS DAMAGING SLOPING UPLAND, AND WHERE THE SLOPE LENGTH NEEDS TO OCO DC SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT -TRAPPING FACILITY SUCH RAN NT STABILIZATION: SEDIMENT TRAP OR SEDIMENT BASIN. USE WHEREVER STORMWATER RUNOFF MUST BE L The hitt a arovin ailtholity ninst be notified tie week; prior to the pre-constrtwtion PEM E ASA Tal .. r REAS BY PLANTING SEED. TEMPORARILY DIVERTED TO PROTECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON c€arzler,etrc,e, one week izticrr to tiz€a csatar.itletrt.enicsrrt tal laticl dr ttrilaiti ac,tx�tt, arr€i one week THE ESTABLISHMENT OF PERENNIAL VEGETATIVE C01/ER ON DISTURBED A �t VIRGINIA EROSION &SEDIMENT CONTROL HANDBOOK SPECIFICA77ON NUMBER SITE DURING CONSTRUCTION. THESE STRUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 prior to thy, final inspoc;tiol TO', REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS. TO PERMANENTLY MAINTENANCE. T74 OR LESS WHICH CAN BE PROLONGED WITH PROPER MA ° * MON774S ill .erosion and sediment control rtrc sstrzt a will be ccazt ittr1 i ii tatci atartiztt iuz cl tc c°car sa to STABILIZE DISTURBED AREAS /N A MANNER THAT /S ECONOMICAL, ADAPTABLE TO S/TE GOND/770NS, rnininira to st,,njd`ti••is trra"� °, ei ii:`atr€lila gfthe vir'£=iliia 14oskni and Seclir iettt Control AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS TO IMPROVE WILDLIFE STRAW BAIL BARRIER 3.04 J. 12 DIVERSION. A CHANNEL CONSTRUCTED ACROSS A SLOPE WITH A SUPPORTING EARTHEN RIDGE ON THE EfFEC77VE LIFE /S 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED I'll V. ` Handbook and Virginia RegWaiiom VR 625-(12-t11,Urosion and Sediment Control HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLE77ON OF CONS7RUC770N AC77W77ES, ALL 1. E 3.09 l RS/ON DIKE TEMPORARY D VE TEM LOWER SIDE. TO REDUCE SLOPE LENGTH AND TO INTERCEPT AND DIVERT STORMWA7ERz"ytrlFti� uzhea 550f ,. jai• (lie s�°a,t stofa "e Volume is filled with sediment. All s«�eded aaar eas arty to be � " - AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER. e S t' diversion dykes jesecdod when jwa ces;+aary to ai hiev°c a s rand statics cal w taS. < �Silt<Ien« and, c r cr..1 an RUNOFF TO STABILIZED OUTLETS AT NON-EROSIVE VELOCITIES. APPLIES WHERE RUNOFF FROM :. , oras �; All rtasiaatl and ediaiI I ctr.ntzc i measures are to be placed price to ut <a the first ate tt TEMPORARY SEEDING: EXPOSED DURING CONSTRUC77ON UNir/L PERMANENT VEGETATION OR OTHER EROS/ON CONTROL AREAS OF HIGHER ELEVA77ON MAY DAMAGE PROPERTY, CAUSE EROSION, OR INTERFERE WITH OUTLETS TO REDUCE EROS/ON AND UNDER-CUTTNG FROM SCOURING AT OUTLETS AND TO REDUCE elearin=". I THE ESTABLISHMENT OF A 7EMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING WITH SEDIMENT TRAP J. TEMPORARY SED E DOR SHALLOW.gra ERE SURFAC ANY VEGETATION OWER AREAS WH� ESTABLISHMENT OF VELE A ON L�< THE ESTABLISH /1. final :iia stat5iliatira. iscn measures are itti Icattei need1.11, ct, subjI ect Ica al?lac<ci�<<tl by tileCULVERT ��• ,, , ° n. z a �r € � a l att€il iiatt shall be rtaatratairic d tali tlzc,. site at al the approved ec c rc sicrit and, sediment zrta� ui c . i € c x l?p APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTA77ON BY Ied, County cr'iasion Control nspect�t°• SUBSURFACE FLOW IS DAMAGING SLOPING UPLAND, AND WHERE THE SLOPE LENGTH NEEDS TO SEED. TO REDUCE EROS/ON AND DECREASE SEDIMENT YIELD FROM D/STURBED AREAS. TO ,iii turzcs FROM ENTER/NG, ACCUMULATING /N AND BEING TRANSFERRED BY THE CULVERT IT ALSO PROVIDES 3.14 BE REDUCED TO MINIMIZE SOIL LOSS'ricrz: EROS/ON CONTROL AT CULVERTS DURING THE PHASE OF A PROJECT WHERE ELEVATIONS AND Iia eitarst ticalt Iaiici ttistur bias <tt t hies izr tyres rtirr'tliiit indicated onIIIc st plansENT STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF SEDIMENT BASIN IMPROVE VLDL/FE HAB/TAT. TO ENHANCE NATURAL BEAUTY UPON COMPLE77ON OF die date the laird disturbing activity c°tlii.menc�cd. (Water Prcatee,tioa Ordinance section 17- tinclitd .lata ilt>t lirtiii d t€a. €>t'I-site lavrt't?�z Or w4 to areas); IIIc ctanttaii tckr- shall stil nl.t at MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR 2t17 t N TRAP: J. 13 TEMPORARY SEDIME T , < , ;; , supp,-Ieliietttary i,<asi()rr control plali Ica tits t>wner for review and zrpprovsal b the plan OFF-SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONSTRUC770N INLET PROTECTION 3.07 A TEMPORARY PONDING AREA FORMED BY CONSTRUC77NG AN EAR7HEN EMBANKMENT WITH A MEASURE. , approviIII; authorim UN77L PERMANENT VEGETA770N OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. T/OAT STONE OUTLET. TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS LONG PERMANENT STAB/L/ZA THE VELOCITY OF OVERLAND FLOW. TO FOSTER 7HE GROWTH OF VEGETATION BY INCREASING ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. USE BELOW DISTURBED 6. filar contractor is i°€ Ixattsilalti?i insufflation cal ativ acltldtatrarl ti asitaii ciatit;tvl tit€a tries DUST CONTROL: SILT FENCE 3.05 AREAS WHERE THE TOTAL CONTR/BU77NG DRAINAGE AREA 1S LESS THAN 3 ACRES, WHERE THE - • a - a . Y 'k 'Y 'k t) �' izv tic scat Ica iaz,z _ tit, erosion r€atz rtt sedimenta in itic)rz t c3c t trztind E3 the irltt AND DISTURBING, DEMOLITION A MOVEMENT OF DUST DURING LAND D! R REDUCING SURFACE AND A/R M VE SEDIMENT TRAP WILL BE USED NO LONGER THAN 18 MONTHS, AND /T MAY BE CONSTRUCTED .1 I€ziZlarci �lrtrrit}', CONSTRUCTION ACT/1//T7ES. EITHER INDEPENDENTLY OR /N CONJUNCTION WITH A TEMPORARY DIVERSION DIKE. '1, All distuft,td ; rom ;ale''t;> drain to ap approved sWiracizt c:tai fol iii ;tsuwr '>: 31, 4111 tiria�s drtz`iii:„ I TO PREVENT SURFACE AND A/R MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE ANE 3.0 2l C RIO ENTR C during, < t , � _ ca x r " ial �t�•aiar r �,°rt +< •t,,,, ; t t, t" ..t � , €,l .. rli€ 11 , ulztil itr � c i 311 r i ac lit , c d< ' is t�iS.Url711i�. acts t res and 4i d .1st dS � �' TRAFFIC SAFETY THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TR J. 14 TEMPORARY SEDIMENT BASIN: A TEMPORARY BARRIER OR DAM WITH A CONTROLLED STORMWAIER RELEASE STRUCTURE Y. 1ltitiir< tic tatritt� tri i:iiticrii ,matt'€ will laew pumped iittca ail ttl'S�rt'trt`E d f iltcr'irr tic tc:e--, t , ;-Fal PROBLEMS OR HARM AN/MAL OR PLANT LIFE. ^ 3.20 CHECK DAM Oi FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS ADRA/NAGEWAY. F . shall � ., > k. , �tii'a:� ir~i'[€it ' <ti il. zrl :•..,, �li i'taiiFift- 'llie contractor �lt`tll'td-1 €.t `z(1 tc'..icrtt c'€)r2ttcil ttit'`z - its .1 ? . •t`? each DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF li » STORAGE ARA IN WET AND DRY S 0 RUNOFF FROM DISTURBED AREAS RU F 0 D SIU T DETAIL SEDIMENT-LADEN1 0'"' ',,q �} [} - rf�..itt�.�t,ra_ rainfall event, Any ti� essar}� repairs tar cleaitti til maintain th€: eliectrieRes.s: o p" H. ACCORDANCE WI T74 THE VESCH. G ONSTRUC770 N. MEASURES EMPLOYED SHALL BE IN CC 'DUST DUR N C LONG ENOUGH FOR THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. APPLIES BELOW ih€° erosion control devices shallI 11. trc. niazle. ininie.9tartc'Ii• TEMPORARY DIVERSION DIKE. TEMPORARY FlL L DIVERSION 3.10 TEMP DISTURBED AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE AREA /S EQUAL TO OR THERE MUST BE SUFFICIENT SPACE AN D APPROPRlA 7E I0, All fill rirateri a tta be tai n Crtiril Ilii a . raavecl. designated ra.ri rt hc)r°i.iau 4tre t. Tal? G DISTURBED AREA O 0 BASE OF A SLOPIN D S OIL CONSTRUCTED AT THE TOP R S GE OF COMPACTED S C A R /D C GREATER THAN THREE ACRES. TOPOGRAPHY FOR 7HE CONSTRUCTION OF A TEMPORARY IMPOUNDMENT. 1 1. All r.e��i.�te" tri;rt+�i.°zals �iztit lac €a��•zz tr, �rti <ilalarta�•�� �v<tst� ati t<z. iErt'tli fill slz�ll tat.lztet"t WHICH DIVERTS OFF-SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, in.atenal t only, free of roots, stumps, wood., rubbish, and other debris.. OR TO D/1/ERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING STRUCTURE. MAX/MUM DI VERSION 3.12 3.18 OUTLET PROTECTION: l?. Borica�� or waste areas are tta be teclabried within 7 days tai° ccrzri leticart per .(onin� STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY D/SS/PA TING DEVICES PLACED Ordinance Settia�ta ?.1.2 i_ EFFECTIVE LIVE IS 18 MONTHS U FTS OF P/PES OR PAVED CHANNEL SECONS TO PREVENT SCOUR AT A T 774E O TL 13-1 ';'Ill inett mataials Audi tae" trmisportc d in compliance is nce with Section 13-301 € f tltr Code of RI OCK CHECK DAMS., NT SEEDING J. PERMANENT MINIMIZE THE POTENTIAL STORMWATER OUTLETS, TO PROTECT THE OUTLET STRUCTURE, AND TO M/NIM Z F�.11)�inarii., DRAINAGE DITCH H TO REDUCE 77-1E AM N 7RUCTED ACROSS A D GED C SMALL TEMPORARY STONED S C0 S , FOR DOWNSTREAM EROSION BY REDUCING THE VELOCITY AND ENERGY OF CONCENTRATED lit Borrow, fill car waste activity ini'cal�°ltzz tacittStri<tl t, pe �€ wer equilament shall lit, limited to VELOCITY OF CONCENTRATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. LTM17ED TO USE STORMWATER FLOWS. APPLICABLE TO 7HE OURETS' OF ALL PIPES AND ENGINEERED CHANNEL the hcru.0 of 7:00ani to )<tltalani_ /N SMALL OPEN CHANNELS WINCH DRAIN 10 ACRES OR LESS, • SHOULD NOT BE USED /N LIVE TOPSOILING 3.30 SECTIONS 15, BIorrow, €`ill or vfI°aste ac ivit� shall,b� conducted in a safe, manner than ntalntains lateral STREAMS. 3.19 R/PRAP: scrirl or't, €�r order to mitrit rixe any hazard t€) per�xt)rt , physical al cl.zmige to adjacent Tavel anti STORM DRAIN INLET PRO7EC770N: CULVERT INLET PROTECTION J. 08 A PERMANENT, EROSION -RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH improvements, and damage to any. public, street because c) slides; ,4nkinug, orcollapse,, THE INSTALLATION OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP INLETS' OR TOP PROTECT THE SOIL FROM THE EROSIVE. UNDERLINING. R� GRANULAR L/NI AERIC OR R FILTER F Et 1 a. i or cLti4L to crliiatleiit reserve this lit tta rustall. ziiiint:un rc� rt t l'frc developer i Shad rr �CUB A• LIMITED To N F 7HE DISTURBED ARE L R INLET STRUCTURES R PRIOR T PERMANENT NT TA ILiZA770 0 E D SIU LE S UC U ES 0 O E E S B RUNOFF WH/LE FORCES OF CONCENTRATED RUNOFF, SLOW INE VELOCITY OF CONCENTRATED R L c s i e< ret tnrecl a s � c, Ilii=w� �+°her� 4 ie<c lc. 'ill €,rcaSicart c >t21a measures sic t�lr � 4 tc r tnaaiazi�elzletat i°t t tppl b l DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT INTENDED TO CONTROL LARGE, ENHANCING THE POTENT/AL FOR /NF/L TRAiION, AND TO STABILIZE SLOPES NTH SEEPAGE €a�� this plan relgar€ile.ss i>1 the sale € f any lot, unit..building car other ro-irtiou cal the. property. CONCENTRATED STORMWATER FLOWS DUST CONTROL 3.39 - WHEREVER SOIL AND WATER INTER FACE AND NON -COHESIVE SOILS. USE PROBLEMS, AND/OR NON C _ 17. 4i , - � � � z. X55 4 � � h= stabilization ; ° cc r be, 7 - 'enrfrs>r£tr�° st�iili��rizc zl shatll h� tt;ziigc r�rz} uc t..c�Ii,� sru�l fztulc=ln�� S� .lin_ za to THE SOIL CONDITIONS, WATER TURBULENCE AND VELOCITY, EXPECTED VEGETA77VE COVER, ETC., lbslacre and in the months of September tea February to consist a 5015,0 mix o Annual TEMPORARY SEDIMENT TRAP: ARE SUCH THAT 714E SOIL MAY ERODE UNDER 774E DESIGN FLOW CONDITIONS, :S ,{n Cereal l=evy in ,l trth incl April Iza c€atiSistnnurarle tzr'lst lei, oui d r A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE TEMPORARY SLOPE DRAIN 3.15 y thrat2ltn dust to Consist of Cirniatt ;lrilet. Baty t tticlt is to la ap licl at li€Ilhsill}t)sf. OUTLET ACROSS ADRA/NAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED 3.20 ROCK CHECK DAMS SMALL TEMPORARY STONE DAMS CONSTRUCTED ACROSS A SWALE OR DRAINAGE DITCH. TO Alternatives areubjcct to approved y he County cosiou control isectiarsbnp AREAS FOR ENOUGH 77ME TO ALLOW MOST TO THE SUSPENDED SOLIDS TO SETTLE OUT. MAXIMUM REDUCE 7HE VELOCITY OF CONCENTRATED STORMWATER FLOWS, 7HEREBY REDUCING EROS/ON i8. pe�thent Aabiliza(icru shall be limes Find fertilizer, permanent seeding: and iintk,,h, EFFEC77VE LIFE IS 18 MONTHS. 3.01 AFETY Et1i1i)sYx FENCEAgricultural Slimestone OF THE SWALE OR DITCH. TH/S PRACTICE ALSO TRAPS SEDIMENT GENERATED FROM ADJACENT�, .,i. ,. a ;� • ti,E the, tci i �-t`a rade litiav t r iv :;Ball lx. applied rirt,d at )illl>sll. incorporated l tiatci lI I l TEMPORARY SEDIMENT BASIN: AREAS OR THE DITCH ITSELF, MAINLY BY PONDING OF THE STORMWATER RUNOFF. THIS ltschcS caf Stri1, ti`0rtilize shall be appli-Cd at 1000l>s/acfe ,°Inti c. ,ist of a 10-20- 10 nutrient A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWATER RELEASE STRUCTURES WHICH /S PRACTICE, UTILIZING A COMB/NATION OF STONE SIZES, IS LIM17ED TO USE /N SMALL OPEN rnix. Permanent seeding shall e applied at 180N/acre and consist of95%, Kilmitticity 31 or FORMED BY C0NS7RUC77NG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRA/NAGEWAY. IT /S 3 .11 RIGHT-OF-WAYf 7EMPORARYANNELS CH WH ICH DRAIN 0 ACRES 01R LESS. •-� � � R � � Straw mulch is €ea Iia: Tall t=r:�cue andO-5% J ;r,' l �,renniatl It�.r. za5s or Kt?�tticic, 3luc.,,,ras�,. �itt.a_ �tttic USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER FOR VERSION Comm"',I applied at 80lb /100sf. Alternatives are 311bjectit) approved b� the,, C.erosion control ENOUGH 77ME TO ALLOW MOST OF THE SUSPENDED SOLIDS TO SET77E OUT. IT CAN BE 331 TEMPORARY SEEDING: inslataol)it` i CONSTRUCTED ONLY WHERE 7HERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY MAXIMUM TABLE 3.16A LIMING REQUIREMENTS FOR TEMPORARY SITES Aff TCSI blow 4:2 4.2 to 5.2 5.2 to Ca Source: Nla, DSWC TABLE 3.31;-B ACCEIrtABi.E TEMPORARY SEEDING PLAINT i4 A!fERIALS -QUICK :REFERENCE FOR. ALL REGIONS' Rate l . a �r Sept, 1. - Feb, 15 50150 Mix of �.nnizal Rvegrass Iia ., rlt"__91 :r" 50-100 C'ereat (Winter) .Rye (Secate ct:Lu C) Feb, 16 - Apr. aft tlriirirarl Ryegrass fit} - t(A €It burn Xrririri-ftisrrsrai) P11ay1.-.A ug 31 German Millet 5() (Setaria italicri) THE ESTABLISHMENT OF A TEMPORARY VEGETA77VE COVER ON DISTURBED AREAS BY SEEDING lc)_ r aiittenatnee: All tneasui,,e's wire tta be irasPCr Z1ed WCeKt and a`FL0r eacli faitatalz. `�.n� Ualliat'e EfFEC77VE LIFE /S 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED W1774 APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS. TO REDUCE EROS/ON AND car c.ia l -,Ino to structur, rneasu es s to be repair air iintne.4at�lg . gilt ti`at }s ai o to be cleaned p i` PROFESSIONAL. SED/MENTA77ON BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL uzhea 550f ,. jai• (lie s�°a,t stofa "e Volume is filled with sediment. All s«�eded aaar eas arty to be OUTLET PROTECTION: GRADE FOR A PERIOD OF MORE THAN 30 DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND e S t' diversion dykes jesecdod when jwa ces;+aary to ai hiev°c a s rand statics cal w taS. < �Silt<Ien« and, c r cr..1 an RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PR07EC77ON TO BARE SO/LS 1. whiciz'ai°e ctillectim,, sediment to half their height tttust be cleaned and repaired 7HE INSTALLA77ON OF RIPRAP CHANNEL SEC77ONS AND/OR S77LLING BAS/NS BELOW STORM DRAIN EXPOSED DURING CONSTRUC77ON UNir/L PERMANENT VEGETATION OR OTHER EROS/ON CONTROL nizttcdzatclI OUTLETS TO REDUCE EROS/ON AND UNDER-CUTTNG FROM SCOURING AT OUTLETS AND TO REDUCE MEASURES CAN BE ESTABLISHED. I I 20. All te nil orar y € foslc)n and sediment cc rtttol, Incas ores ate to lxt removed within 30 clays of FLOW VELOC177ES BEFORE STORMW47ER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS final :iia stat5iliatira. iscn measures are itti Icattei need1.11, ct, subjI ect Ica al?lac<ci�<<tl by tileCULVERT INLET PROTECT/ON: J.32 PERMANENT STABILIZA77ON THE ESTABLISHMENT OF PERENNIAL VEGETA COVER ON DISTURBED AREAS BY PLAN77NG Ied, County cr'iasion Control nspect�t°• A SEDIMENT RL7ER LOCATED AT THE INLET TO STORM SEWER CULVERTS WH/CH PREVENTS SEDIMENT SEED. TO REDUCE EROS/ON AND DECREASE SEDIMENT YIELD FROM D/STURBED AREAS. TO ).' €rl i v' 4i a' (late, _ ,•€) � € ate in {a ettntt within 1 year c l the, cl tt , .rt. 21 . `I Iii,. laE.<►ta shall Ix" tci it Ilii owner r' d« not 1a FROM ENTER/NG, ACCUMULATING /N AND BEING TRANSFERRED BY THE CULVERT IT ALSO PROVIDES PERMANENTLY STABILIZE DIS7URBED AREAS /N A MANNER THAT IS ECONOMICAL, ADAPTABLE TO appr•cavaL (Water llr:ciw,ction,, t?i°4inaance.'w'titan l.'7-`�'.ti46 j EROS/ON CONTROL AT CULVERTS DURING THE PHASE OF A PROJECT WHERE ELEVATIONS AND S/TE GOND/LIONS, AND ALLOWS SELECTION OF THE MOST APPROPRIATE PLANT MATER/ALS. TO a 22. pcuaittrt le iati€rn shall lrc installed Utz all d truaiGci areas. vvthiti rait.� { ),a nt<?rttlts at'tet° DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL MEASURES TO BE INEFFECTIVE. IMPROVE VLDL/FE HAB/TAT. TO ENHANCE NATURAL BEAUTY UPON COMPLE77ON OF die date the laird disturbing activity c°tlii.menc�cd. (Water Prcatee,tioa Ordinance section 17- SAFETY FENCE: CONSTRUCTION AC77Vl77ES, ALL AREAS WILL RECEIVE A PERMANENT VEGETA77VE COVER. 2t17 t A PR07EC77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL 3.35 MULCHING., MEASURE. APPLICA77ON OF PLANT RESIDUES OR OTHER SUI TABLE MATER/ALS TO 7HE SOIL SURFACE. TO SOIL DESCRIPTION T/OAT PREVENT EROSION BY PR07EC77NG THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING PERMANENT STAB/L/ZA THE VELOCITY OF OVERLAND FLOW. TO FOSTER 7HE GROWTH OF VEGETATION BY INCREASING PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EX7REME HEAT AND COLD. AREAS 25B - DYKE- SILT LOAM- 27. TO 79 SLOPES THIS SOIL IS DEEP, GENTLY PER THE PERMANENT STABILIZATION OF THIS EROSION & SEDIMENT WHICH HAVE BEEN PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SLOPING, WELL DRAINED SOIL ON BROAD, CONVEX FOOT SLOPES AND EAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED D 01)"T 300T/) 1000 FEET CONTROL NARRATIVE. SEEDING. AR COLLUVIAL FANS. SLOPES ARE SMOOTH AN A USING ORGANIC MULCH. MULCH MAY BE USED TOGETHER WITH PLAN77NGS OF TREES, SHRUBS, LONG. AREAS OF THIS SOIL ARE LONG AND WIDEE, THEY RANGE FROM 5 AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE OR CERTAIN GROUND COVERS WHICH DO NOT PROVIDE ADEQUATE SOIL STABILIZA77ON BY TO ABOUT 30 ACRES THE SURFACE LAYER OF THIS SOIL /S DARK SITE WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT THEMSELVES, CAN BE USED IN CONJUNCT70N WITH TEMPORARY SEEDING. REDDISH BROWN SILT LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND STANDARDS THIS SHALL CONSIST OF THE FOLLOWING; AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS TOPSOIL - 2" DEPTH, LIME - 2 TONS/ACRE, 337 TREES SHRUBS VINES & GROUND COVERS MEDIUM. THE HAZARD OF EROSION /S MODERATE THIS SOIL HAS GOOD STABILIZING DISTURBED AREAS BY ESTABLISHING VEGETA77VE COVER WI7H 7REES, SHRUBS, FERTILIZER - 600 LBS./ACRE OF 15-30-15 VINES, OR GROUND COVERS TO AID /N STABILIZING SOIL IN AREAS WHERE VEGETA77ON OVER TIL TH. THAN TURF /S PREFERRED, TO PROVIDE FOOD AND SHELTER FOR WILDLIFE WHERE WILDLIFE SEED - ERNS T 5311 CONSER VA TION SEED MIX - ERNMX-114 (45 HABITAT IS DESIRABLE. APPLIES IN AREAS WHERE TURF ESTABLISHMENT IS DIFFICULT, ON 3703 - SHA OIL IS EP, WE LOAM -15% TO M SLOPES, SEVERELY ERODED. THIS STEEP OR ROCKY SLOPES WHERE MOWING /S NOT FEASIBLE, WHERE ORNAMENTALS ARE SOIL IS DEEP; WELL DRAINED, AND MODERATELY STEEP. IT IS ON SIDE LBS/ACRE PENNLAWN CREEPING RED FESCUE, 375 LBS/ACRE ARGILS DESIRABLE FOR LANDSCAPING PURPOSES, AND WHERE WOODY PLANTS ARE DESIRABLE FOR SLOPES THAT BORDER SMALL DRAINAGE&Y,S SLOPES ARE SMOOTH AND KENTUCKY BLUEGRASS, 37.5 LBS/ACRE PARK KENTUCKY BLUEGRASS, 15 SOIL CONSERVATION, OR TO ESTABLISH WILDLIFE HABITAT. ABOUT 200 TO 400 FEET LONG. AREAS OF THIS SOIL ARE LONG AND LBS./ACRE ANNUAL RYEGRASS & 15 LBS/ACRE PLEASURE PERENNIAL WINDING. THEY RANGE FROM 3 TO ABOUT 20 ACRES AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND 338 TREE PRESERVA77ON AND PROTECTION: MAINTAINED ON A REGULAR BASIS PR07EC77ON OF DESIRABLE TREES FROM MECHANICAL OR 07HER INJURY DURING LAND 26C3 - DYKE -CLAY LOAM -79 TO 159' SLOPES, SEVERELY ERODED. THIS DEEP DISTURBING AND CONSTRUC77ON AC77WTY. TO ENSURE THE SURVIVAL OF DESIRABLE TREES STRONGLY SLOPING, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF MAINTENANCE - WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL, WATERSHED COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUT70N CONTROL, NOISE REDUC770N, LONG. AREAS OF THIS SOIL ARE LONG AND NARROW. THEY RANGE FROM CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM 5 TO ABOUT 30 ACRES FOREST TO URBAN -TYPE USES. APPLIES /N TREE -INHABITED AREAS SUBJECT TO LAND ATTENTION WILL BE GIVEN TO THE FOLLOWING ITEMS: DISTURBING AC77W77ES. A. SEDIMENT BASINS AND/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT 3.39 DUST CONTROL: +'***t CONTROL HANDBOOK. REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURB/NG, DEMOL177ON AND lti�,Tll op, r C0NS7RUC770N ACT/V/T7ES � TO PREVENT SURFACE AND A/R MOVEMENT OF DUST FROM ,�� P., NOTE: ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR EXPOSED SOIL SURFACES AND REDUCE 7PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY �NOTE: SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE 74E Source: `a, DSWC" PRESENT HEALTH HAZARDS, 7RAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. h y �1: ALL 1j,JQRh' RELATED TO REV, �$7, GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF CLEANED, OR IT WILL BE REPLACED. DUST DURING CONS7RUCTlON. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WlTN THE ``� I ,/ ,,, DATED 04/23/2018 {S CERTIFIED C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR VESCH. Ji'r , �7ti1, BY BY JIMMY L.TAGGART, P.E. UNDERMINING OR DETER/DRAT/ON OF THE FABRIC AND REPAIRED AS t..i�.. SEE PREVIOUSLY SUBMITTED REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT 1P. Ift PLANS FOR EARLIER DEPOSITION REACHED HALF WAY TO THE TDP OF THE BARRIER. P%141. Try J&lONAL Y1. CERTIFICATIONS. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A �`0##++*+* GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. EROSION CONTROL NOTES & NARRATIVE PURPOSE: THE PURPOSE OF 77 -IIS LAND DISTURBING ACTIVITY IS TO CONSTRUCT 7HE ROADS, DRAINAGE STRUCTURES, UTILITIES & BUILDINGS FOR BLOCK 11 AT OLD TRAIL VILLAGE. THE TOTAL AREA TO BE DISTURBED W17H 7HIS PHASE OF DEVELOPMENT IS 6.43 ACRES. EXISTING SITE CONDITIONS: THIS SITE CONSISTS OF AN OPEN GRASS FIELD WITH NO VEGETATION, SLOPING DOWNWARD TO THE SOUTH. THE SITE IS LOCATED TO THE EAST OF OLD TRAIL DRIVE AND DRAINS TO THE SLABTOWN BRANCH OF LICK/NGHOLE CREEK. ADJACENT AREAS: THIS S17E IS BORDERED TO THE WEST BY OLD TRAIL DRIVE. TO THE SOUTH AND EAST EXISTS OPEN GRASS FIELDS. OLD TRAIL BLOCK 4 (UNDER CONSTRUCTION) EXISTS TO THE NORTH. OFFSITE LAND DISTURBANCE NO OFFSITE LAND DISTURBANCE IS PROPOSED. ALL LAND DISTURBANCE IS TO OCCUR WITHIN 774E LIMITS OF DISTURBANCE AS SHOWN. CRITICAL AREAS.- THERE REAS:THERE ARE NO CRITICAL AREAS LOCATED WITHIN THE PROJECT LIMITS. SOILS: SOILS MAP IS INCORPORATED INTO THE EROSION CONTROL PLANS WITH SOILS DATA INCLUDED WITH THIS NA RRA TI VE. SEQUENCE OF CONSTRUCTION: 1. NOTIFY ALBEMARLE COUNTY TO SCHEDULE A PRE -CONSTRUCTION MEETING AS REQUIRED. 2. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING 7HE CONSTRUCTION PROCESS W17HOUT THE APPROVAL FROM 774E INSPECTOR ON 7HE PROJECT. J. INSTALL THE PAVED CONSTRUC77ON ENTRANCE WITH WASH AREA AS SHOWN ON THE PLANS. CONSTRUCTION ENTRANCES TO BE INSTALLED WHERE CONS7RUC77ON VEHICLE ROUIFS INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (VEHICULAR) TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS 7RANSPOR7ED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED 7740ROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 4. INSTALL THE INITIAL CONSTRUCTION MEASURES AS SHOWN ON 7HE EROSION CONTROL SHEET. THIS INCLUDES SILT FENCE, DIVERSION DIKES AND A SEDIMENT BASIN. MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 5. IN ADD177ON TO ENSURING THAT THE PAVED CONSTRUCTION ENTRANCE IS INSTALLED, INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON 7HE EROSION CON7ROL PLAN. 6. ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON 7HE EROSION CONTROL PLAN AND THE INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, THE CONTRACTOR CAN BEGIN GRADING OPERATIONS STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIA TEL Y AFTER INSTALLATION. 7. ROUGHGRADE THE SITE T0 THE CONTOURS SHOWN ON THE EROSION CON7ROL PLAN. SEDIMENT BASIN 1 SHALL REMAIN IN PLACE TO ACCOMMODATE BLOCK 11 DRAINAGE UNTIL FUTURE STORM SEWER ROU77NG IS COMPLETED. 8. PERMANENT OR 7EMPORARY SOIL STABILIZA77ON SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AF7FR FINAL GRADE IS REACHED ON ANY POR77ON OF THE SITE. 7EMPORARY SOIL STABILIZATION RADE BUT WILL SHALL BE APPLIED WITHIN SEVEN DA YS TO DENUDED AREAS THA T MAY NOT BE A T FINAL G REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZA77ON SHALL BE ONE YEAR. T E APPLIED TO AREAS THAT ARE 0 B LEFT DORMANT FOR MORE THAN 0 9• GRADE OUT THE REMAINDER OF 7HE SITE AND GRADE THE ROADS AS SHOWN ON THE EROSION CONTROL PLAN. INSTALL STORM SEWER FOR THE PROJECT, USING INTERMEDIATE INLET PROTEC77ON TO PROTECT THE END OF THE PIPES 10, FINE GRADE, INSTAL CURB & GUTTER AND SEED AND FERTILIZED THE DENUDED AREAS. INSTALL INLETS O AND INSTALL INLET PR07EC77ON AS SHOWN 0 0N L THE PANS. 11. INSTALL STONE BASE AND PAVE PARKING LOTS AND ROADS. 12. ONCE THE SITE 1S STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, 174E CONTRACTOR CAN REMOVE THE ER CONTROL ONTROL MEASURES NO I7FM SHALL BE REMOVED UNLESS 7HE UPSTREAM AREAS ARE S PERMISSION. STABILIZED AND THE INSPECTOR GIVE 12. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN 7HE VIRGINIA EROSION AND SEDIMENT B THE LOCAL PROGRAM ADMINISTRATOR IN O G ONLY WHEN APPROVED Y CONTROL HANDBOOK REM VIN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 13. ALL. TEMPORARY EROSION AND SEDIMENT CON7ROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY 7HE LOCAL PROGRAM ADMIN/S7RATOR. 7RAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESUL77NG FROM THE DIS'POS177ON OF TEMPORARY MEASURES SHALL BE PERMANENTLY TA T7 N. AN SEDIMENTA 0 T PREVENT FUR7HER EROSIOND STABILIZED O EVE TEMPORARY SEEDIN ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETATION IMMEDIA TEL Y FOLLOWING GRADING. SELECTION OF THE SEED MIXTURE WILL DISTURBED ARES THA T E OF YEAR AND WILL BE APPLIED TO l DEPEND ON THE TIME WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLES 3.31 B AND 3.31 C. NOTE TH A T TABLE 3.31 B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF SITE CONDITIONS; TABLE 3.31 C PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS. TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY FOR TEMPORARY SEEDING. TABLE 3.31 A MAY BE USED TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RATES. FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 (14 LBS/1, 000 SQ. FT.) OR EQUIVALENT NUTRIENTS. LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE. IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING, OR OTHER ACCEPTABLE MEANS. TRACKING WITH BULLDOZER CLEATS IS MOST EFFECTIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES UNDUE COMPACTION OF THE SOIL SURFACE, ESPECIALLY IN CLAYEY SOILS, AND DOES NOT AID PLANT GROWTH AS EFFECTIVELY AS OTHER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CULTIPACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1j INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED NO MORE THAN 4 INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE PLANTED FROM j INCH TO � DEEP. SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. & SPEC. 3.35, EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. STRAW MULCH SHOULD BE USED DURING THESE PERIODS. AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE -SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED. STORMWATER RUN-OFF CONSIDERATIONS: STORMWATER MANAGEMENT • THE STORMW47E•R RUNOFF FROM THIS PROJECT DRAINS TEMPORARILY TO THE SEDIMENT BASIN. IT WILL UL TIMA TEL Y BE ROUTED TO THE STORMWATER MANAGEMENT FACILITY AT THE BACK OF 7HE SITE WITH THE EXTENSION OF THE STORM SEWER SY57EM. A CONTRIBUTION TO THE PRO -RATA SHARE PROGRAM WILL ALSO BE MADE. W of 0 Q fY F z w w•- o 0 -, 2: 2: __.1 V/ U O O 0 Q ¢ z LU cin ¢ ¢ O O p Q w w Q� co En H a a }�- z z 0 0 z W LU w m aj iu U) 0 � oc 5 O OU _ �- Uj z �_ Z ce d 0 �a D tY C, W Q n d W Q W 00 00 N N N w ,-r -q 1-1 « O Q 00 m Mo N N 0 c a 000 m o N N 0 0 -4 00 �, � Ct . Z *,x W z M= w m 0 G 1A E2 R ;-- 0) :�& C=:'11' 4.. >a Q z 0{) wLL 9:5 Cc- J= z Ci 0GO w W w ad �i' i - !2E91 2: I? C) 4Cn� 0 (Drr 0 � z W I Ln C, uw�; J b� - N!� H "I Z W a. ku 0 {` Q W to � .r 2z 0 w o 0 W CL 04 1---i C;6 W > - V q DC Z oC H Q Z il_ / ��L z U U O z J W CO m: H I r0 LU (W V) (D 66 z :5 0 > Ce W H < LL /� w u J r� � w t 0 w CL to JOB No. r 02009 voy' '7, , I i&)JV SCALE N/A SHEET NO. 16 ° LO O 0 a C 0 0 . _° Cn 0) o 6 Cz o� = W mw z -a 0 E 0 W 0 Cn 0- z C J 0 L U O - ar o o C S N �(0 �� O U ar C U :3� -a •;_ ° 3 a � V) Q) -0n x a) O C: ° >,- a "O E0 - a 0_ .� U z � it � w o W m z cD L: z° W- U rn z-, J O -i C o ° U U o ° >1 C L O Q) 0- o� a0 V) ;� c UX.O N U 0 i =� - Cn Lm Q) o C3 V) C -° Q) a) E 3 E U •- O 7D 0 C Q) 0 :I U -Q O V) o -� C U oC: V) _ C� U > Q a V)� 0)° �� Fs- 3 z w z w <0 z a T O O v W vi z v l.; 2"x4" WOODEN FRAME DROP INLET PERSPEC Tl VE VIEWS CTA f!C' AME ,A THER XCESS IT CORNERS V!— DROP INLET PROTECTION NO SCALE 1. SET POSTS AND EXCA VA TE A 4 "X4 " TRENCH UPSLOPE ALONG THE LINE OF POSTS. 4 �r 111= FLOW I� I I F l = i — ��—III '1992 op Jiyrr hyl L. Tg1i Lk- No. �. wb 228,11 NOTE: ALL WORK RELATED TO REV. #7, DATED 04/23/2018 IS CERTIFIED BY BY JIMMY L.TAGGART, P.E. SEE PREVIOUSLY SUBMITTED PLANS FOR EARLIER CERTIFICATIONS. Compacted Soil mum Non—Erodable Liner 18" min. F—Flow SOURCE: VA. DSWC 4.5' min. PLATE 3.09-1 TEMPORARY DIVERSION DIKE SHEETS OF 4 x8'xj' EXTERIOR PLYWOOD OR EQUI VALEN T 1l 1 [1 TABLE 3.32-0 SITE SPECIFIC SEEDING MIXTURES FOR PIEDMONT AREA 4' 8» RISER CREST ELEVATION POSTS MIN. SIZE 4" SQUARE OR 5" ROUND. SET AT 8' LEAST 3' INTO THE GROUND SEDIMENT BASIN BAFFLE DETAIL NO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. sF SIL T FENCE (WITH _WIRE SUPPORT) NO SCALE ALBEMARLE COUNTY CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECT$ FLOW TO SEDIMENT BASIN r SM -2A ASPHALT . • COURSE 2X 2x A-4 XISTING PAVEMEW / DIVERSION DITCH SIDE ELEVATION EXISTING GROUND 70' MIN. EX. CURB OR /-ASPHALT PAVED WASHWACK EDGE OF PAV'T zx 12' MIN. EXISTING 2i: -+- '~ PAVEMENT DIVERSION DITCH PDsmSEDIMENT ve DRAINAGE MINIMUM WIDTH AT TR TO DIEVICE DESIGN WATER ELEVATION IS 4.0' PLAN VIEW MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION SET 1 1/2" WATER LASOVE T WITH FROST 12' MIN. HYDRANT D' GRADE AND 4' GE OF PAVEMENT. SECTION A—A NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA.. OF 1.5' 5 PAVED TEMP CONST EW R 9 SCALE N.T.S. 4. BACKFILL AND COMPACT THE EXCA VA TED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ATTACH FILTER FARk TO STAKES OR POST EXTEND IT INTO TREP EXCA VA TED BACKFILLED COMPACTED )EN STAKE POST TH = 5' MIN. SIL T FENCE sF (WITHOUT WIRE SUPPORT) �E NO SCALE Sediment Basin #1 Design Total I -b%. drainage area (acres) leer Acres s'ilrlim un ctrG Ls[rv'SE - Commercial or Residential 175x200 lbs. - Kentucky 1 {fir "furl- pylae Tall Fercat 5- 00% - Improved Perennial Ryegrasss 0-5 - Kentucky 1113luegrass 0-5% 1.42.00 12,169 2.2.0 la - Kcatucky 31 or Turf-`I"ypez Tall Fescue 00C/I t General Slope 3:1 or fe�si 365137 - Kentucky 31 Iescue 128 lbs. - led 'Fop Grass 2 lb& a Seasonal Nurse Crop _ZQ 150 lb& Low-1_0aintertan Slope (Steeper_than X l entugky 31. F sods 108 lbs. Red Top Grass 2 lbs, A Seasonal Nurse Crop 20 Ipso C>rownv tch *"20 Ibs, � ISO I hs. * Use seasonal 17urse crop in accordance will seeding date, as stated below'. Februarys l5th. through April ... , ..... , ....... Annual Rye Ntay 1st through Augiist 15th . . ....... . ... . ....... Foxtall Millet August 16th through. October ...................... Annual Rye Novernbe. r dirou h Febroarry 15 ( w , , . , ... ; . , . , , . , Winter Rye ** Substitute tlttat •S rice a Jespedeza for C_"rn rlVCt I C �t f Farmville, Va. (May through Se rtenibe.r use llralied Sericea, all other periods, use unbuilled ericea). If F'latpea is usod in. lets. of Cr6wnv,2eteh, increase rata to 36 lbs, jaae. All le Burne seed must he property inoculated, Weeping "vegras I -Day be, added to any slope r low -mum penance rtl.4 during warincr seeding periods; add 10=241 lbs./acrc in nixes. 2. STAPLE WIRE FENCING TO THE POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. sF SIL T FENCE (WITH _WIRE SUPPORT) NO SCALE ALBEMARLE COUNTY CONSTRUCTION ENTRANCE DRAINAGE SWALE DIRECT$ FLOW TO SEDIMENT BASIN r SM -2A ASPHALT . • COURSE 2X 2x A-4 XISTING PAVEMEW / DIVERSION DITCH SIDE ELEVATION EXISTING GROUND 70' MIN. EX. CURB OR /-ASPHALT PAVED WASHWACK EDGE OF PAV'T zx 12' MIN. EXISTING 2i: -+- '~ PAVEMENT DIVERSION DITCH PDsmSEDIMENT ve DRAINAGE MINIMUM WIDTH AT TR TO DIEVICE DESIGN WATER ELEVATION IS 4.0' PLAN VIEW MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION SET 1 1/2" WATER LASOVE T WITH FROST 12' MIN. HYDRANT D' GRADE AND 4' GE OF PAVEMENT. SECTION A—A NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED WITH A MINIMUM WASH HOSE DIA.. OF 1.5' 5 PAVED TEMP CONST EW R 9 SCALE N.T.S. 4. BACKFILL AND COMPACT THE EXCA VA TED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ATTACH FILTER FARk TO STAKES OR POST EXTEND IT INTO TREP EXCA VA TED BACKFILLED COMPACTED )EN STAKE POST TH = 5' MIN. SIL T FENCE sF (WITHOUT WIRE SUPPORT) �E NO SCALE Sediment Basin #1 Design drainage area (acres) 7360 basin volumes: (using Z contour Intervals) elevation (ft) contour area (so Aume (cy) 361.0 7,312. 0 638,010 8,830 597.1 6.40,00 10,449 13111,2 1.42.00 12,169 2147.1 644.00 13,939 3116.1 645.000 14,937 365137 wet storage required (cy) (417*DA) dewatering orifice elevation (ft) wet storage provided at this elevation (cy) available volume before cleanout (icy) (34*DA) cleanout elevation (f ) distance trawl cleanout to orifice (ft) (> 1') dry storage: dry storage required ,(cy) (67*DA,) principle spillway crest (ft) dry storage provided at this elevation, (cy) diameter of dewatering orifice (in) diameter of flexibletubing (in) (orifice -t2") runoff, C Mase 0,45 for bare earth) tc (mist) 12yr 3.7 Q 2yr 125yr 6.2 0 2yr principle spillway: available head (€t) diameter riser (iii) Spillway capacity, Qp (cfs) diameter trash raok (in) bagel length () !lead on barrel through embankment (ft) diameter of baffel (iii) 0,6 13 16.8; 31.10 1.8 30 32 4 1.85 12.701 24 YES 216 52 4.2 YES 4,90 p2:1 1.08% 30.73 �j / 2 b,5ax'3.5' Yes. 0.0 50 33% 3 643:40 1 , < U N F LU3 N L U X O z�� O N � s d O 0 3 Z W O W V) Z n (DZ L C O W -" U J0 Z N � o U c �o a � Q� H� >� I U O X 1�, O U U i? L_ 0 W 0 O U J O O w Hr U1 U .` a U") 0 JOB NO. 0 02009 0 � 1 1 P) I 0 SCALE AS SHOWN c:.0 o SHEET NO, n o 18 N0 �o L W M z LU Q N zQ 0 CL T O CO O ui7