Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP200200074 Plan - Approved 2003-04-23
I� • f�a � d , . 1_7 April 3, 2003 � Jimmy L. Taggart 10 No. 022844/1 Site Data®-`� Albemarle County Engineering Prof act General Construction Notes for Site Plans o Clover Lawn v T i logo �®j�jAL � ® o o Owner:/Contact 1.Prior to any construction within any existing public right -of -gay, including cconnection to F I uvannca Land Li Dave I opment an existing road. A permit shall be obtained from the Virginia Department of y Attn: JciSI`i GoldsciPtmTdt Transportation (VOOT) . This plan as drawn may not accurately reflect the requ i r'ements 90 wh T t�.��sav I Road, suite of the permit. Where any discrepancies occur the requirements of the permit she I I govern. Char I of .env T i I e. VA 229(31 �° o _ 434-882--4822 Z E E E a 2. A I f pov I ng, dra 1 nage re I aced mater I a I s and Construct 1 on methods she I I conforim to current Tax Map Parcel: _ n � `" � Q � -��� '�-� TM56 Par, 107, 107A, 107-A--1 �� spec i f i cat i ons and standards of VDOT un i ess otherwise noted.Dumpster . , Enclosure ffyp®) b -- a ��Acreage: � 5 / o I 122 p 6.8 gores c� �a 3 f Ill I n �_1 2 n o To role (' -Dead� 7- ra 3. Erosion and siltation control measures sha i i be provided in accordance with the approved } o a r� ook ® ® - ( 08 1 648 P 529 (p I at) � � L`- erosion control plan and shall be installed prior to any clearing. grading or either ` ° Z'Z 3� 11ri` _-. Zonings acs cx >- construction. �j21 12 Parcel 1 0 t`= POMC ( Entrance Corr i dor) -E! � :. ° ° a Parcel 107-A= POMC (Entrance Corridor) t es and disturbed areas are to be fertilized® seeded and mulched. The1 maximum o P FAR.�M All °'° ^ ° °:a rYa, . ° 1 „ ,z.,a "\ FARM Parce I 1 t87 -A-1 s PDMC f Entrance Corr T dor ) 7 �- cel C-4 r�5 ra i r+ -s U's 4. a I l ewab 1 e s i ape is 2:1 (herr° zest, l vertical). Where reasonab 1 y obta i nab I e, I essler s 1 opes of DWbie /y pyy =Uff : = ' ° S^x �• - , �> ZMA e 1VIS d \ 99-1 1 four -to -one or better are to be achieved. SIngle Dump dar Pod -13• ° . ° I i t Ao O v s G/, yy O�`\ �f� i0 S t qu SP4 01-006 5 = Paved, r I p -rap or stab 111 zat i on mat I I ned d s tch may be requ i red when i n the op i n i on of the Rota `: / a . \ Mag T s ter Tai District.- 5. � Y s tr T ct A l bemor l e County Director of Engineering or the Director's designee ® i t i s deemed ° : ° P __T �� 4Yh T to Hall ° !.aa° 155 `� d -- L - i lu ` NSU\ LLB 250 z _ -- _ ��9 i Other County Designations: necessary in order to stabilize a drainage channel= I _ - 5°ta Bollards II T b ��k�s Ga Turnpike I 250 i Naw a Croz®t Dave I c�prrtent Area _ _ Foodllon eluoridge gots r.> q. ,; Protection Area Ga►o ete F'111ed \\ - o- \� Sits Builders 6. A l l traff I c contro I s 1 gns she I I conform w th the V i rg i n i a Manua i for Un V form Traf4 : �, Waivers T v ars Requested Control Devices - -L- - -751_ o 1 GrodT ng in 25% Critical Slopes -� a B�OWNSV ILLS _ 2 50' 13 I dg setback to res T dent T ca I un i is on i y say concrete pipe Class III. Endoeure -._-_ _- - HE I GH -Ps 51 3 Lr 1ding within 2�F g bl1-Ffer along East and Northwest boundaries 7= Unless otherwise noted all concrete pipe shall be reinforcedp p Wol/section-Black -_-__ - �` ,b € ----- Waiv®rs ContiitTons �pproved: With brick fax OR Z i ' n O� � �-�-' Mid-a:.r�1 5. 2002 Planning Commission All excavation for underground pipe instaflation must cornyly with OSHA Standards fT" Uimev>slorxr)"fa _-�.- Reservoir watershed; z $ A I 9 P the Construction industry (29 CFR Part 1926) • block �� -- - No, 1 May require paint to - - .--�- " �y - -- V1Clnity Map (No SCaie) Datum: � -._ Match NO. _ __ USGS Ja%1118PjY 27, 1998 °5' •, .».«»..,w. ®.,«..rte....»..®a.w. Cc= Benchmark; - f'ad with 6 x 6 Top of gr rate inlet SIN Corner' -- 631.85 W1.4 x Wil 4000 psi GENERAL WATER & SEWER CONDITIONS .Brush FtMeh Reinrforced Conc.Townhouse hof Arras (s. f. 1 01 >�pr-02 Survey; Frank A. G -egg. (Digital update by W.A. Roudabush. Inc®) Sidewa/k, 4wie s 1• WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY 4•b 21A Topographic I n fdrmat i on> " Al 2153 1 2112 W.A. Roudabushe Inc. SERVICE AUTHORITY INSPECTORS, THE CONTRACTOR WILL .BE .� ®' o •®` •® ° ®C� ®® RESPONSIBLE FOR NOTIFYINGTHE PROPER SERVICE AUTHORITY • (;,°. ®•fin A2 1435 E2 1406 Maximum Str`uoture Height: OFFICIALS AT THE START OF THE WORK. 21, SM 2A A3 2449 E3 1993 Paving Types •8go � - ® { Tarok Coot ®� o q - r IN. Asphalt 2, THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE � � 0 81 2200 F1 2124 - 5r. 2I_A Existing Tr -®e Coverage® p.-<..... PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AIND WHERE G2 1344 F2 1350 Light ® Scoattered hardwoods and eon J -Pers SHOWN, ARE ONLY APPRO.XIMATLEY CORRECT. THE CONTRACTOR SMALL "" 83 2017 F3 2025 ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND �® ® ®_ SUBGRADE COWACTED 70 Area S. fa STRUCTURES AS NECESSARY. , 95X AIAX ��� DENSITY PER C1 2023 G1 1923 I i , - � - � As7�-�-ss� d T nal �4 ®�s� 1 >� • ®� 0 0 0 0 G C2 1406 G2 1416 Parking/Drive 1179872 39.8% 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWED Open/gross 133.953 45.2% CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON SIDEWALK �-) C3 2110 G3 2128 Total 296208 100% JANUARY 15, 1998. SUBGR COMPACTED T® SID L/'� ` ice l 1 0'1 2010 H1 208 Impervious Coverage: 55% 957. MAX DRY DENSITY PER N T. 139 Initial i t i a I L alndscape Coverage; ® � 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, ASTM -D-6.98 02 1340 H2 2 $4 43 2103 H3 2194 91049 s:. f:> (7.7% of parking) 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-652-7001). Trash Cal I section; One» l i•e Enclosed rJurrlp.sters ® � __ - _ F' E T EC TION _ i 6, ALL WATER AND SEWER PIPES SHALL HAVE A. MINIMUM Ole' 8 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF T. S. Content. PIPE: THIS. INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS Inier�®1• Parking and and Travelrays 1 ° Cover ANIS WA TER LINES, ETC. 2. 1 t� e , P I �I n � 3. Grgd 4 ng Plan 0 Use and Densities I 7. ALL WATER AND SEWER APPURTENANCES ARE TO .RE LOCATED OUTSIDE OF ROADSIDE ,DITCHES, 4 � � I � I � � ® Depart ant of Planning � Costii�.unit� Develop ant Date 4° Sanitary Sewer Pro -fl les Proposed No. DwellingUnit's= 2 ' s> VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE Proposed Type Dwelling l l i nng Units= Townhouse/Condos � l �� �r Sewer � �" �`l= I � S � � A.4(63 � C DURING A FUTURE EXTENSION OF THE LINE. yp C° Water r P r I l -® >� Area of Res I dent i a l Portion= 2 1 AC 5. Erosion ® Control Plan Department of Building Codes and Zoning Inspections Date �� Gross Residential Density 3.5du/acre - proffer ®t®so ia.5 du/acre 5A ° Erosion Control Narrative 4 Net Residentl Density= 5 StormwGter Management/ BMP Plan `a with optional du on top in Commercial Gross= 4. du/acre) 9 l m 3 IQ51. It is proffered that this development will be a mixed uses deveiopment 3 Area of Recreation Area- G0 024 s.f. C° Architectural Lndscp I I� l� l an Q p Ac.Department of Engineering �C Public Works tl Bate with residential uses at the rear of the project and residenitioi and comrdercial r Area of Commercial Portion- uses at the front• Any future change to this arrangement wTIII require zoning � {#1c; Maximum Number of Employees= variable _ �41map amendments and amendments to the approved site plan earl ) Parking Summary De tan nt of Fire Rescue Administration Date n 2. Radford Lane as shown on the application plan. shall be rreservedfor dedication upon demand of the County should the County establltsh the need Area Provided Sect i cin ( .f.) Park. ( ILIng Requ i r -ed for a public road under the Subdivision Ordinance. at that icocation� This W� Albemarle Count y° Saralee Authority Date proffer shat i remain in effect unti 1 12-31--2011. (#2) East Commercial 95,308 5-5/1000 s. f. 84 34 These drawings and plan - - - -- - __-._- - - -- --- --- _ _ --- --- ---- -- - - - --- - -.._ ----- - - - -..-_ - ---- prinied o24JAN03 ------ on 3e The -following uses are not permitted; Gemetar T es. Fire arnd Rescue Stat T ons. 9 6 $ 900 5 - 5 / 1000 S . n^ - --- 9 5� i -------- are in be car►s/deredr West C omme r c I a I Draft for l isrnal review and apprvra%�® - Funera I Hordes. I ndoor Theaters. Auto Truck Repo 1 r Shop. Autormob I I e Virginia porton nt d� Transportation Bate ----------- ------------------------- service station. (#7) -- -- -- - --- --- --- - - ---= --- -- --- --._..------- - e ----- - - -- - ---- ----- --------- ----- - - - -- Far Reguldwy, s dWffal,rwiew and 0AW 01401 Townhouses 2 4, 2 2 4 2 /unit + 4i u e s t 4 8 5 2 Approved far Ca-Wrudlon (Bale ' '� Z:�AIIA X: �@ 4. The foIIowIng uses shall be restrIoted in hours cif operal- ion from 6am to 11 pin Th6mmfs Jefferson Health Department Date Laundries, dry cleaners. laundromat, nurseries, daycare ceritears, indoor tc O02 TCS E !neer! Co athletic fact l ities. -�-®- w• d 100 Idaeu1 -3 Sol 3000tDJ 9 1 DOS AjddnS Gf5p18 en 06 09 0£ 0 02 `\ -�p i n ' uD ! d E)�`°j S `\ \\ .`\ \\ \\ \ \\ o 'aUa ao D u�l�1C7uDu �!� �-��� �D9 ..� -AGM\, �/1aQ \ \ \ \ l X 7 P AUIII M 81Z£ - - ��IiID�S 0 ao�aa� �/N ( G+ D I I j. ® A® p e p n i o u I - N) ®l o o r N peu®9� �V 1 -� S uo 1 � pct A ° ° 9 1 1! A99_�4_01 JDqO 01 dU_�nj dDo qS I o s so n W T_______________________________ __•�._____..__-__-_______. __- __•___. -. _. ..-_______-__________________ __ ____________ _______-__-_._.,,,,_____.,_-___--__-_-__._.__._--___--____----___--...---_-_-_-_______-_-____-___-_-___--__-_---_-____-__-___--_-__--___-_-_-_-___._-____-_.____-_______.------____--__-__-____.._.__-.____._________-___.-___.-_-_-_.-__--_-_.._.----__--__---;i_. - ._____-___f1_ ______________ 1' 9£9 "4. O -R ❑-6-J- 0060-/+ - ! T' - --- — -------------------------- •-- ---------- ------- - ---------- ------ - •------------------ -- -- ... ...._._..... -•--- _-------------- ------------------ - ------------.._..., 9£9 --- --- --- ---- -_ - --- -- 6 - -- ----- _ � - -_. --- ._ 9� 9£9 C: -- _-- -- _ 3£9 - - - - _ - - 365 ;\ - X9£9 >® J - 7, ���it 1 9 U n ,, ?C L -62U- 9 9 i s 9£ J.g. -= 1 9£Q No � ��e7 � — -- 1j00Joe Surma t £�7 — _ — f—_ _ 9£d _ _— — — -- — — / 9 ° - 9 — — _ — -- — X �� � say .S PI8 o��,ewwoo lo£ t !/ f £9X; 9£9 \ _ _- £°L££ - - -- - -- - 9£9 999 S9 L _q6W 99 ® �� 9£9 j \ r Al� ' i % 40-- pOna®9®d d ! J_�S , SZ tt \ J ; k I y 6� 9'6£9 !"' ,a 56 9'U6�' it 9 6£9 9"9£ f 1 J �, L yJ '$ t�/s UD�9 ,i. 9 \ ! y I ; i d0 �9Zrl i i r cai 1; .1azo. o'pD0Y //In saUDr 6v766 1 °,Ar'UosPOOM °1 UJDIIIIM 0/9 -� ! _ to 1/,+�gns pGAojddD JO) :7-M� IOGA t. ;;; w, �7°g=�� W , J a6 D tdosD s uoo 0 6U �I '' ® r � � � ;',`- ,- 66/� PD7 / W , � 1 S !3l .�/N gr nj ME] 130 �°o£9-.7-M l JD _ l °�� J .11 £`9-?f9UsIUIJ OPIS 7 � k r ` ®� �� ''f '� J� � � J r� I� IIDM J J C \ \ 0'6£99�9 kb 7 Lo- _ �Z69 �£ 9 \ £°(?69 '_£9 - - l , 1 J CD , r CdAf_L°at7dop Jo abp _ �� 6°£6 \ \ \ 69£9 6°8£9 `- 9 6° 9 j` - - - --. RIA�',, )�� -= -- - - - - £t�9, 0669 ii 5°tr69 I 969 ❑ ❑ w J , £ X69 �I I -9 ,' 1 _�- alllAt,ao1J �°�uD7 P-�p�t�PD�! 019 —� j'e7 , °O -41N 9 _ t J r lel P®z 8�9 1VZ6.OJDC% 9g n c�a e®a ti, °� �p' I X', 269 -o CD o97*9 X869 7-7 ' �' % CL ®L0®f ®O z3 ®�If1 i1 Ln CL e I ; \ r a0 PGAAGS98 ° a+S , SZ \_ d 4---_ . t) , cc r �� r: J �— / I ° ❑ a I ❑ ❑ '❑ a ❑ '❑rdKolldopq JD 903 19 �% �+ /� )wry tS5 ' rdA%°11.� 40 001 I ❑ ,�� '- ®59 - -_ A -H- I wo/s 4Dpo i nItl C ai' ❑ ❑ ❑ ❑ a n _60 ❑ a ° 41 I \ .4"e- 41� I 9 9 t9b9�`- 699 -- ❑ r - i,� ,l C"s 1178�G0 `- o - 1 X 969MN( r i i (q'++(�HqOZ7 ® Tudg,.g '� \ - -_._ - _1 ' j °sam+Aod-.,4.00s '$ `P.ao,�PQ2j GSG�L 1 b 90 / � J jj ( °5UO d S " t O o,4oq n� p U09M G GG A6 ? x Je;�ne,oz - _ _ ' 1 - J Lbt�'d 8 8® PGP.4.000_4 Peen uo Peys'IjgQI-s3 -- ��ij eo.. _ 9 I `� d 05Z� PIQ 9b 869Ir / J'io�_o-q H��! }o uot� Qooj ejewixoaddd ------ ---... 61 _ - - r t _ - . � 0$3 - r 1 i al�I•�l-�Du�'�dU.� dD6 U�'I:�lr�t� 89/� - - - — —_ / 8aSS---------------' - - —_..— -1/al.�.�ItlS �/N � __--- - OS9 a, ,�r,----_____— - - - - - - - • - _ ... _ - _ _ .. _ . 1-€l PQU®Z , atllnsa.Nol.JDcl0'$UD7 AJOJPDY 639 - -~'-- - - - __ "- tb J ° 60 _ a xa�dd - - - - - - - - - 5\999 0186 �JDd 98 �� a ----- -- _ s ----- -- - ----------- 1/0 - - - . _ _ _ . _ - _ �` Ra9P�ary PIUl l-6 PaZ CdA(1j7/ � p 901 859 _ 996°D.ID<i 9r IV�L t1 _.'� 0/S '�' _ -__�__ f r xon ! J _.._. _."-. t _ 99 � ( -- N-- B-�4,(D gyp~ r( \ _ -------- -----------------r - -- , , ---- ------- , . �__----. �- .., -,;� _\ �\sb ops —�=-------y..___--__. a- --- \- ------ J - 99" —_ - - �= , 'f �' CdX„1�°ado °G P3 _1 1` 1 \ �lS g04DO __ J__ 0 911tA9Q4011Dt1o'GUD7 PJOJPD,61 6,79 J --- -_- 40* fUaaj -4/N J 0111,490401JQU9 WD7 P-JaJPDY 019 /be PaUOZ 'so-q-4od -+,-OoS j 1p-ao }ped I 990JO ZVN I r 86'0a®d 9!g 1N.1 '6uO-r`:�S 'JJ0H °p.4c?q inH u9eml-eq Pee -45Q ' I /d PGUDZ } ® L_i�tb"d 89880 X62 Pe�a.ao0e-a POGO UO P6aysijge�s� , /r X16 �tDd 95 /°l1 e�_�o_ y6gH jo uoT-.62ooj ®-.62w-cxoaddb Ir WWW"MMINmoi: '', AlddriS sigpling P® I go 91 1 1 A994.4.01 JDq3 01 a x 1�%%j i aullJUAM VV68V 2z L X , 2 L ( i, J ain4nj JO) P&AJaSad luaulsE3 WMA alqe'JeA ----------------------- ...... ----------- ---- ------------- ------------------- /— ---------- —1 --- ------- -------------------------- -------- / ------ -------- --------- W-AO4-S , 9 1, UO 19 U D d x 9 .gjn+n+ jo+ +noqn+S , Z 1, ------------------------ - --------------- d4j) o joJw0lnse / mlomep!s Z-f)o— CD E C*dA.L) Z-E)o MY sp-r"o M/A IM -4 'Sp-DPUD4-9 VSOV MVI U09AGA fA0 I &>10Dq q+! A P90! nbe eg I I Dqs 9 u!pllnq I310JOILM00 5UIAJ9S SGOIAJOS -49+DM 01+SGWOP 11V JdAi) -jeonp98 gxg (L) XOG T AO r M 991 vxg�q m E 6?!! 06 09 oc 0 oc OH GbPld enjo '.UDI 9-�iS �01 �G+SD3 -AGdOIGAGO ,4% V GUD P.10AIJIDM 9/,7f +UGW5DUDN U-0 V 'qj5U'jj;D4S70 U04salicl -41N PG4-D I I 14-4-D -A pepn(oul - ON) 3� u0z a a v offo// 0!:Cj 9-rl ml 94-! S U® 1. 1 POO J japun 9SDd jjDqG PUD -Ul AU1 14-'>100H) oS .9nj Dd s n 0'qZq +D eq IlDqS _'*?,Cg *AQ1_3 UJI8 +JGAU! GU!1-49+DM 10101-0 PO4DGY +noqn+S zi, 014 dopl./a -X30+ 0+ 4-09uu6o) aullie4eA vs -7v aulldaleA vs3v Q lag5ulciulX93 -JG14SDWnn ajn4nj A) P3AJaSaY 929'4-8 0+ *+4- 0060-/+ ain4ni JOJ PaAJaSad 4 seg YAM alqe'JEA 4uauJsEg YAM alqelJeA ------- --- - -------------- : ----- ----------------------------- --------------------- W, El — - — - — - — - — - — - — - — - - — - — J /O/f //a P94DO -------------- dO3cjs+z9)- pe oid I I QUI AlWouniny\ 'J"Onu'ldw-13 AO 0/ (ldAj) Ole (dAi) :9+ON (dAle) '4-w9D3/Y PGUOZ x0la ;1? A9 t7 ( h+n oz 1-8-.101'Wd _C)g fll 10 00 10 Puee .06 ( b 10 � V�) 4-W D3 arl Un — - --- -I--=- 5 1 1 i4 n 0 z > (D F -7 I y y A ryAi �*00' L ME (dAi) -�WSD3 TO 7 X A+ i i 14-n 0z T� N x LLJ " c V 4-4� H XfjE L Alqu9ssV Hj J90 I -j I NVS, NVS. PU90 06 U0 1440 uuq/0 (D J' OBOUSIS II 9UD I JD91 ind I N 7/- e l q ss d C) — — — — — — -- IX 'T/ n X- Z -0 -A -104s 9- L d4 -27 1 1/1 1 . ?// 91 1 1 i I I IVI I Mi I 1 1 4 A-02 IOA%*O!S 1 1 1 /1 1 1 '0 T (1) A�. E3 ue 7' ------ 9111A9G401JDq0'9UD7 PJOJPDy 0/,g --- 10 890il) -41N ------ id PGUOZ A I qjjqqqv -i-UD-JPX'L44 A i IVZ6'OJDd 99 nj cr CD UO!-�Q+959A =3 �uD so-jn+DGL =bv -T I r- -1 -r" -- --- a.-- 9 AqdDJ5 0+ bul+slxe 0 41 L 4-14- 4L99q 04-spe'LD00 I J - pie!+ eq 0+ ADML4+Dd 40 d� L 07 —co C— CID it LONd ZZ,l� CL j // / 11 *U0l+D0!P9P ejn+n4. tT J0+ pen nese 8 d!J4-S -rL -4- E r 9 ..rw ry 7 - CD 1 -sqTq.AQd �,qj-oc)S -1 p,4o,4pQ8 T. "BuOAq-S d,+J0H °p-4oqqnH UGGA49ci pqqA6Q I TV -00 11 -- 'C�74- t-Vd 89Q�40 Pe -P-4009-4 P'990 uO PGHsrjqQ?4s3 Tr tr r IL -.0 0 vM jo-'�Lqbld jo u0iq.Qooj 9'4.QWIXO-4ddV HN L- nooq; -41A. I - 0 e X005Ty t 7 6-p-i6o—joa- -- -- -- — — I I I I A 7 E�:�7 i�Ws Z I _ KL TF —,-,n Tw ---- 71 uO .14,1,,D, Db�A PdD Li Li t bU I -�S I X9 DJ5OdO+ ji 4- 4-SGq 0+ P94-DOO I I PI"61+ eq 0+ S/�DML4+Dd Ll (Xmwdd--- ............ L ............ ... ------------ - ...... --- ---- -------------- ------------- ----------- 40 ----- ---------- - ---------- ------ ------------------------ -------- a11jA9G4DjJDq0a4duj dDD 491POOY 991g 4014JNS JIN ------- T -03 /-6( POU07- 0j1jA9s4401JDq0'GU07 PJOJPDY 609--------------- ------ 096 OJDd gg &L /- -41 ------------- (Xojda�z ---------- ---------------------------- 4011JIYS N �r� �i,, 55 ®�� Y PGUOZ —---- --- 096'OJDd 99 ni ---------- --- - V09 Y' j I f 1911lA9G4401JaQ'8UV7 PAPOVY 6,79 115MO&A-4 -418 l 6'11jA9Q401.JDq0'QUD7 P-JO_4pDY 019 /H PGUOZ -sa-E-�.jQd 1.1-oo8 I? 'p-4.0.+ppQM 9,90JO -41N -h 86 *OJDd gg Hl "DuO-4'VS "J.+0H 1p-4r.?qqnH ueen-aq pebA5.ra /8 POUOZ LJOV8 ggepo q -Q PG M00pee(]4 PGQUO PQLJSTTqQ'�s3 *0 VZ6 -JDt gr /Y1_L 1 QM-10_'.�4E% JO UOTq.0001 G:�QW-EX0,4ddV I -uol+Dolpep e. an - => )ll 14apis pue Z-03 4lemssoij OW fivioLva Cb WPIM 110-4 /Z 7n j A t 7 1 -'v ME! T A9 V d03, S) (peeiAeNbi-A(Z) SeOJO 0Xq (i,) SP-JDPUD4-S VS3V�Vj UOI+UOA9Jd inbe �0Z0J.)'PD06Q1jn SQUOr P06P m0j&).jooq q+lm pe eq jjDqG -0d 9 ulpllnq jD!0J9-WW00 bUIA-49S B t r *jr"uoslpwml-t UJPI//IM 0/1 9001AJ9S .J9+DM 0!+eGWOP JIV P610 0007 0IU0.9DM 9,9U0(U010S 5U1,V -41N (dAi) :9+ON (dAle) '4-w9D3/Y PGUOZ x0la ;1? A9 t7 ( h+n oz 1-8-.101'Wd _C)g fll 10 00 10 Puee .06 ( b 10 � V�) 4-W D3 arl Un — - --- -I--=- 5 1 1 i4 n 0 z > (D F -7 I y y A ryAi �*00' L ME (dAi) -�WSD3 TO 7 X A+ i i 14-n 0z T� N x LLJ " c V 4-4� H XfjE L Alqu9ssV Hj J90 I -j I NVS, NVS. PU90 06 U0 1440 uuq/0 (D J' OBOUSIS II 9UD I JD91 ind I N 7/- e l q ss d C) — — — — — — -- IX 'T/ n X- Z -0 -A -104s 9- L d4 -27 1 1/1 1 . ?// 91 1 1 i I I IVI I Mi I 1 1 4 A-02 IOA%*O!S 1 1 1 /1 1 1 '0 T (1) A�. E3 ue 7' ------ 9111A9G401JDq0'9UD7 PJOJPDy 0/,g --- 10 890il) -41N ------ id PGUOZ A I qjjqqqv -i-UD-JPX'L44 A i IVZ6'OJDd 99 nj cr CD UO!-�Q+959A =3 �uD so-jn+DGL =bv -T I r- -1 -r" -- --- a.-- 9 AqdDJ5 0+ bul+slxe 0 41 L 4-14- 4L99q 04-spe'LD00 I J - pie!+ eq 0+ ADML4+Dd 40 d� L 07 —co C— CID it LONd ZZ,l� CL j // / 11 *U0l+D0!P9P ejn+n4. tT J0+ pen nese 8 d!J4-S -rL -4- E r 9 ..rw ry 7 - CD 1 -sqTq.AQd �,qj-oc)S -1 p,4o,4pQ8 T. "BuOAq-S d,+J0H °p-4oqqnH UGGA49ci pqqA6Q I TV -00 11 -- 'C�74- t-Vd 89Q�40 Pe -P-4009-4 P'990 uO PGHsrjqQ?4s3 Tr tr r IL -.0 0 vM jo-'�Lqbld jo u0iq.Qooj 9'4.QWIXO-4ddV HN L- nooq; -41A. I - 0 e X005Ty t 7 6-p-i6o—joa- -- -- -- — — I I I I A 7 E�:�7 i�Ws Z I _ KL TF —,-,n Tw ---- 71 uO .14,1,,D, Db�A PdD Li Li t bU I -�S I X9 DJ5OdO+ ji 4- 4-SGq 0+ P94-DOO I I PI"61+ eq 0+ S/�DML4+Dd Ll (Xmwdd--- ............ L ............ ... ------------ - ...... --- ---- -------------- ------------- ----------- 40 ----- ---------- - ---------- ------ ------------------------ -------- a11jA9G4DjJDq0a4duj dDD 491POOY 991g 4014JNS JIN ------- T -03 /-6( POU07- 0j1jA9s4401JDq0'GU07 PJOJPDY 609--------------- ------ 096 OJDd gg &L /- -41 ------------- (Xojda�z ---------- ---------------------------- 4011JIYS N �r� �i,, 55 ®�� Y PGUOZ —---- --- 096'OJDd 99 ni ---------- --- - V09 Y' j I f 1911lA9G4401JaQ'8UV7 PAPOVY 6,79 115MO&A-4 -418 l 6'11jA9Q401.JDq0'QUD7 P-JO_4pDY 019 /H PGUOZ -sa-E-�.jQd 1.1-oo8 I? 'p-4.0.+ppQM 9,90JO -41N -h 86 *OJDd gg Hl "DuO-4'VS "J.+0H 1p-4r.?qqnH ueen-aq pebA5.ra /8 POUOZ LJOV8 ggepo q -Q PG M00pee(]4 PGQUO PQLJSTTqQ'�s3 *0 VZ6 -JDt gr /Y1_L 1 QM-10_'.�4E% JO UOTq.0001 G:�QW-EX0,4ddV I I Q0 N Q0 .. o 00 n >- C-0 Meter -Line �0 j i[ Separation Req°dW) � V) 9 LF- 6" DR 35 PVC ::D Son Swro 1@ 3. 77% 0 Ir LLJ ! ! z I 0 Ex® Grade o -w U/7 e LO V sa ss sa - < t®! #� g / > ffi / Uj / J //{ fa" Min. � f-- Ltd LU v )r tTo ! r r ®p e o 00 n >- C-0 Meter -Line �0 j i[ Separation Req°dW) � V) 9 LF- 6" DR 35 PVC ::D Son Swro 1@ 3. 77% 0 CIC + 4-- L J Z > WU z C13 < em cc LLJ ° Z - -� a i < LU 3; 7) - Sanitar, Sewer Lateral Schedule REV Date 14FEB03 Clover awn Lateral Length to Main Top o Lowest Later Low Length toCrossing Cross ingCrossingCrossinLength t Lent FF Cover Lat.Cover Pie SeparatioElev. below DescriptionLower MH Laera Invert main Lat Inv, Sloe Grnd. Low s o Type Size Invert Grnd elecrossingto s u o Elev. Low .Spot Crossing on op at cross FF E. Comm. 1 4 221.00 63.05 635.2 635.21 2. 643.4 28.0 wa er 8 639.40 643.2 .00 59.7 642.0 7.6 7.8 cross 3.96 5.55 E. Comm. 2 4 224.00 634.06 635.2 635.23 2. 643.4 28.60 wa er 8 639.40 643.2 .00 50 642.0 7.6 7.3 cross 3.94 5.73 E. Comm. 3 4 255.00 634.24 635.4 635.40 2. 643.3 28.60 wa er 8 640.00 643.8. .00 54 642.0 7.3 8,2 cross 4.33 5. 47 E. Comm. 4 4 289.00 634.43 635.5 635.59 2. 643.0 28.60 wa er 8 639.50 643.3 .00 54 642.0 6.8 7.5 cross 3.68 5.28 E, Comm. 5 4 292.00 634.5 635.6 635.61 2,'% 643.0 28.60 wa er 8 639.50 643.3 .00 54 642.0 6 .8 7.5 cross 3.66 5,27 �� Sewer �� �� REV Date 14FE 03 E. Comm. 6 4 320.00 634. 0 635.7 635.77 2. 642.6 28.60 wa er 8 639.00 642.8 .00 54 642.0 6.2 6.8 cross 3.00 5.11 0 63 .62 635.7 635.79 2. 642.6 28.60 wa er 8 639.00 642.8 .00 54 642.0 6.2 6.8 cross 2.98 5.09 Clover awn E. Comm. � 4 323 0 4 E. Comm. 8 4 351.00 63 4.78 635.9 635.94 2. 6 42.3 28.60 wa er 8 638.80 642.6 00 54 642.0 5.8 6.4 cross 2.63 4.93 Pipe E, Comm. 9 5 0.00 635.00 636. 636.117 2. 642. 28.60 wa er 8 638.80 642.6 .00 54 642.0 5 .3 6.2 cross 2.40 4.7 P Prop. Gd. Exposed Center E . Comm. 10 5 0.00 635.00 636. 636.13 2 . 642.1 28.60 wa er 8 638.80 642.6 00 54 642.0 5 .3 6.2 cross 2.40 4. � Manh®le Top env . fin . Inv' . Out Eengt gape Sipe Statin MH Depth E lev . Rig ( �t .Len th W. Comm. 1 4 0.00 632.80 633.9 633.97 2.1 638.2 0.00 40 640.0 34'2 /a n/a a n/a 5.20 2 (EX) 632.46 628.09 62'.7.89 0+00 4.57 636.50 W. Comm. 2 4 42.00 633.04 634.2 634.20 2. 637,8 24.00 4 n/ n/a 4.94 W Comm 3 4 45.00 633.05 634.2 634.22 2-'% 637.8 24.00 4 640.0 3. n/a n/a n/a 4.93 3 633.00 98 52 101.60 W. Comm. 4 4 82.00 633.26 634.4 634.43 2. 638.2 24.00 4 640.0 3 .3 n/a n/a n/a 4.72 628.80 628.60 1+02 4.40 632.50 0.50 W. Comm. 5 4 85.00 633.28 634.6 634.5 2. 638.2 24.00 4 640.0 3 .3 n/a n/a n/a 4.70 209 1.34 212.90 W. Comm. 6 4 29.00 633.53 634. 634,69 2. 638.5 24.00 4 640.0 3.3 n/a n/a n/a 4.45 3A 639.$3 631.80 631.60 3+15 8.23 639.33 0.50 W Comm. 3 4 32.00 633.5 634.7 634-71 2. 638.5 24.00 4 640.0 3.3 n/a n/a n/a 4.44 154 0.52 W. Comm. 8 4 35.00 633.5 634.7 634.73 2. 638.5 24.00 4 640.0 3 .3 n/a n/a n/a 4.42 158.40 W. Comm. 9 4 72.00 633.77 634.9 634.94 2.3 641.2 0.00 4 640.0 6 .2 n/a n/a n/a 44.21 4 638.20 632.80 632.60 4+73 5.60 638.30 --0.10 W. Comm. 10 4 75.00 633.39 634.9 634.9 2. 64.2 0.00 n/ 19 355 0.56 8 359.00 Al 5 38.00 636.37 637.5 637.53 2. 643.3 8.00 35.2 646.5 5.4 n/a n/a n/a 8.23 5 62 50 635.00 634.80 +32 .�0 642.60 -0.10 A2 5 80.00 637.88 639.0 639.04 2. 644.1 8.00, 39.4 646.5 4.3 n/a n/a n/a 6.64 139 -3 .60 8 143.00 A3 5 83.OQ 637.99 639.1 639.15 2.1 644.2 18-00 4 646.5 4.7 n/a n/a n/a 6.64 6 646.70 )K 640.00 9� 35 6.70 66.80 --0.10 �1 5 114-00 639.10 640.2 640.27 2. 645 , 8 8.00 32 648.5 5.2 n/a n/a n/a � . 5�--��--_.�_____-..-..--_�4 638.20 632�80�-063.2�60���m_�e��_______-____ 0+00 5.60 638.30 -0.10 132 5 7.00 639.21 640.3 640.38 2. 645.8 8.00 72.4 648.5 5.1 n/a n/a n/a 6.62 B3 6 0.00 640.00 641.1 641.13 2. 646.8 18.00 78.5 648.5 5.3 n/a n/a n/a 5.70 138 3.77 8 142.00 7 645.00 )K63.8.00 1+42 .00 645.10 -0.10 D1 5 35.00 639.86 64 .0 64 - 02 2. 646.6 39.00 r a n 4 643.40 646.8 9.00 101 650.5 4.8 5.4 cross 1.98 7.38 D2 5 137.00 639.93 64 .0 64 .09 2. 646.6 39.00 r ain 4 643.40 646.8 9,00 92 650.5 4.7 5.3 cross .91 7.49 D3 6 0.00 640.00 64 .1 641-17 2. 647.0 39.00 W r lain 4 643.70 647.1 19 .00 53.6 650.5 5 .0 5.5 cross 2.14 8.22 C1 5 100.00 638.60 639.7 639.76 2. 645.5 0.00 W r ain 4 642.40 645.8 18-20 60 648.5 5 .3 5.7 cross 2.26 7.49 C2 5 87.00 638.13 639.3 639.30 2. 645.1 0.00 W r ain 4 642.00 645.1. 8.20 60 648.5 5.8 5.7 cross 2.33 7.96 C3 5 58.00 637.09 638.2 638.25 2. 644.3 0.00 W r ain 4 641.20 644.6 8.20 60 648.5 6.0 6.0 cross 2.57 9.00 E1 4 65.00 635.25 636.4 636.42 2.642.3 0.00 W rK ain 4 639.20 642.6 6.00 60 648.5 5.9 5.9 cross 2.45 10.84 E2 4 93.00 636.30 637.4 637.47 2. 643.3 0.00 W r ain 4 640.10 643.5 5.00 57 648.5 5.8 5.7 cross 2.32 9.84 E3 4 115.00 637.13 638.3 638.30 2. 643.9 0.00 r ain 4 640.80 644.2 IS -00 58 648.5 5 .6 5.6 cross 2.19 8.99 F1 4 143.00 638.19 639.3 639.36 2. 644.9 0.00 W r a I n 4 641.80 645.2 16-00 57 652.0 5 .5 5.5 cross 2.11 1.46 F2 7 0.00 638.00 639. 639.7 2, 645.0 0.00 W r ain 4 6 .80 645.2 6.00 92.3 652.0 5.8 5.7 cross 2.30 0.91 F3 7 0.00 638.00 639. 639.3 2, 645.0 0.00 W r ain 4 642.10 645.5 8.00 97 652.0 5.8 6.0 cross 2.56 10.82 1 4 39.00 638.04 639.2 639.20 2. 644.2 20.00 75 650.5 4.6 n/a n/a n/a 9.34 2 4 142.00 638.15 639.3 639.32 2, 644.3 20.00 72 650.5 4.6 n/a n/a n/a 9.69 3 7 0.00 638.00 639.1 639.13 2. 644.7 20.00 34 650.5 5.1 n/a n/a n/a 10.63 G1 4 66.00 635.29 636. 636.5 2, 641.8 21.00 35 648.5 4.9 n/a n/a n/a 1.32 G2 4 97.00 636.46 637.E 637.2 2. 642.9 20.00 39 648.5 4.9 n/a n/a n/a 10.07 G3 4 119.00 633.28 638.4 638.45 2. 643.6 20.00 35.6 648.5 4.7 n/a n/a n/a 9.31 19 0 Ln Ui J t!'J J z 0 0 Ir LLJ ® z CIC + 4-- L J Z > WU z C13 < em cc LLJ ° Z - -� a i < LU 3; 7) - Sanitar, Sewer Lateral Schedule REV Date 14FEB03 Clover awn Lateral Length to Main Top o Lowest Later Low Length toCrossing Cross ingCrossingCrossinLength t Lent FF Cover Lat.Cover Pie SeparatioElev. below DescriptionLower MH Laera Invert main Lat Inv, Sloe Grnd. Low s o Type Size Invert Grnd elecrossingto s u o Elev. Low .Spot Crossing on op at cross FF E. Comm. 1 4 221.00 63.05 635.2 635.21 2. 643.4 28.0 wa er 8 639.40 643.2 .00 59.7 642.0 7.6 7.8 cross 3.96 5.55 E. Comm. 2 4 224.00 634.06 635.2 635.23 2. 643.4 28.60 wa er 8 639.40 643.2 .00 50 642.0 7.6 7.3 cross 3.94 5.73 E. Comm. 3 4 255.00 634.24 635.4 635.40 2. 643.3 28.60 wa er 8 640.00 643.8. .00 54 642.0 7.3 8,2 cross 4.33 5. 47 E. Comm. 4 4 289.00 634.43 635.5 635.59 2. 643.0 28.60 wa er 8 639.50 643.3 .00 54 642.0 6.8 7.5 cross 3.68 5.28 E, Comm. 5 4 292.00 634.5 635.6 635.61 2,'% 643.0 28.60 wa er 8 639.50 643.3 .00 54 642.0 6 .8 7.5 cross 3.66 5,27 �� Sewer �� �� REV Date 14FE 03 E. Comm. 6 4 320.00 634. 0 635.7 635.77 2. 642.6 28.60 wa er 8 639.00 642.8 .00 54 642.0 6.2 6.8 cross 3.00 5.11 0 63 .62 635.7 635.79 2. 642.6 28.60 wa er 8 639.00 642.8 .00 54 642.0 6.2 6.8 cross 2.98 5.09 Clover awn E. Comm. � 4 323 0 4 E. Comm. 8 4 351.00 63 4.78 635.9 635.94 2. 6 42.3 28.60 wa er 8 638.80 642.6 00 54 642.0 5.8 6.4 cross 2.63 4.93 Pipe E, Comm. 9 5 0.00 635.00 636. 636.117 2. 642. 28.60 wa er 8 638.80 642.6 .00 54 642.0 5 .3 6.2 cross 2.40 4.7 P Prop. Gd. Exposed Center E . Comm. 10 5 0.00 635.00 636. 636.13 2 . 642.1 28.60 wa er 8 638.80 642.6 00 54 642.0 5 .3 6.2 cross 2.40 4. � Manh®le Top env . fin . Inv' . Out Eengt gape Sipe Statin MH Depth E lev . Rig ( �t .Len th W. Comm. 1 4 0.00 632.80 633.9 633.97 2.1 638.2 0.00 40 640.0 34'2 /a n/a a n/a 5.20 2 (EX) 632.46 628.09 62'.7.89 0+00 4.57 636.50 W. Comm. 2 4 42.00 633.04 634.2 634.20 2. 637,8 24.00 4 n/ n/a 4.94 W Comm 3 4 45.00 633.05 634.2 634.22 2-'% 637.8 24.00 4 640.0 3. n/a n/a n/a 4.93 3 633.00 98 52 101.60 W. Comm. 4 4 82.00 633.26 634.4 634.43 2. 638.2 24.00 4 640.0 3 .3 n/a n/a n/a 4.72 628.80 628.60 1+02 4.40 632.50 0.50 W. Comm. 5 4 85.00 633.28 634.6 634.5 2. 638.2 24.00 4 640.0 3 .3 n/a n/a n/a 4.70 209 1.34 212.90 W. Comm. 6 4 29.00 633.53 634. 634,69 2. 638.5 24.00 4 640.0 3.3 n/a n/a n/a 4.45 3A 639.$3 631.80 631.60 3+15 8.23 639.33 0.50 W Comm. 3 4 32.00 633.5 634.7 634-71 2. 638.5 24.00 4 640.0 3.3 n/a n/a n/a 4.44 154 0.52 W. Comm. 8 4 35.00 633.5 634.7 634.73 2. 638.5 24.00 4 640.0 3 .3 n/a n/a n/a 4.42 158.40 W. Comm. 9 4 72.00 633.77 634.9 634.94 2.3 641.2 0.00 4 640.0 6 .2 n/a n/a n/a 44.21 4 638.20 632.80 632.60 4+73 5.60 638.30 --0.10 W. Comm. 10 4 75.00 633.39 634.9 634.9 2. 64.2 0.00 n/ 19 355 0.56 8 359.00 Al 5 38.00 636.37 637.5 637.53 2. 643.3 8.00 35.2 646.5 5.4 n/a n/a n/a 8.23 5 62 50 635.00 634.80 +32 .�0 642.60 -0.10 A2 5 80.00 637.88 639.0 639.04 2. 644.1 8.00, 39.4 646.5 4.3 n/a n/a n/a 6.64 139 -3 .60 8 143.00 A3 5 83.OQ 637.99 639.1 639.15 2.1 644.2 18-00 4 646.5 4.7 n/a n/a n/a 6.64 6 646.70 )K 640.00 9� 35 6.70 66.80 --0.10 �1 5 114-00 639.10 640.2 640.27 2. 645 , 8 8.00 32 648.5 5.2 n/a n/a n/a � . 5�--��--_.�_____-..-..--_�4 638.20 632�80�-063.2�60���m_�e��_______-____ 0+00 5.60 638.30 -0.10 132 5 7.00 639.21 640.3 640.38 2. 645.8 8.00 72.4 648.5 5.1 n/a n/a n/a 6.62 B3 6 0.00 640.00 641.1 641.13 2. 646.8 18.00 78.5 648.5 5.3 n/a n/a n/a 5.70 138 3.77 8 142.00 7 645.00 )K63.8.00 1+42 .00 645.10 -0.10 D1 5 35.00 639.86 64 .0 64 - 02 2. 646.6 39.00 r a n 4 643.40 646.8 9.00 101 650.5 4.8 5.4 cross 1.98 7.38 D2 5 137.00 639.93 64 .0 64 .09 2. 646.6 39.00 r ain 4 643.40 646.8 9,00 92 650.5 4.7 5.3 cross .91 7.49 D3 6 0.00 640.00 64 .1 641-17 2. 647.0 39.00 W r lain 4 643.70 647.1 19 .00 53.6 650.5 5 .0 5.5 cross 2.14 8.22 C1 5 100.00 638.60 639.7 639.76 2. 645.5 0.00 W r ain 4 642.40 645.8 18-20 60 648.5 5 .3 5.7 cross 2.26 7.49 C2 5 87.00 638.13 639.3 639.30 2. 645.1 0.00 W r ain 4 642.00 645.1. 8.20 60 648.5 5.8 5.7 cross 2.33 7.96 C3 5 58.00 637.09 638.2 638.25 2. 644.3 0.00 W r ain 4 641.20 644.6 8.20 60 648.5 6.0 6.0 cross 2.57 9.00 E1 4 65.00 635.25 636.4 636.42 2.642.3 0.00 W rK ain 4 639.20 642.6 6.00 60 648.5 5.9 5.9 cross 2.45 10.84 E2 4 93.00 636.30 637.4 637.47 2. 643.3 0.00 W r ain 4 640.10 643.5 5.00 57 648.5 5.8 5.7 cross 2.32 9.84 E3 4 115.00 637.13 638.3 638.30 2. 643.9 0.00 r ain 4 640.80 644.2 IS -00 58 648.5 5 .6 5.6 cross 2.19 8.99 F1 4 143.00 638.19 639.3 639.36 2. 644.9 0.00 W r a I n 4 641.80 645.2 16-00 57 652.0 5 .5 5.5 cross 2.11 1.46 F2 7 0.00 638.00 639. 639.7 2, 645.0 0.00 W r ain 4 6 .80 645.2 6.00 92.3 652.0 5.8 5.7 cross 2.30 0.91 F3 7 0.00 638.00 639. 639.3 2, 645.0 0.00 W r ain 4 642.10 645.5 8.00 97 652.0 5.8 6.0 cross 2.56 10.82 1 4 39.00 638.04 639.2 639.20 2. 644.2 20.00 75 650.5 4.6 n/a n/a n/a 9.34 2 4 142.00 638.15 639.3 639.32 2, 644.3 20.00 72 650.5 4.6 n/a n/a n/a 9.69 3 7 0.00 638.00 639.1 639.13 2. 644.7 20.00 34 650.5 5.1 n/a n/a n/a 10.63 G1 4 66.00 635.29 636. 636.5 2, 641.8 21.00 35 648.5 4.9 n/a n/a n/a 1.32 G2 4 97.00 636.46 637.E 637.2 2. 642.9 20.00 39 648.5 4.9 n/a n/a n/a 10.07 G3 4 119.00 633.28 638.4 638.45 2. 643.6 20.00 35.6 648.5 4.7 n/a n/a n/a 9.31 19 0 Ln Ui J t!'J J z 0 0 CD Cr Ld in F 0 SHEEl' A pF 6 JOB Noe TCS 02--012 � 12-11 zg � e - < CD Cr Ld in F 0 SHEEl' A pF 6 JOB Noe TCS 02--012 � 12-11 END 630-C� 0+00 0+50 1+00 1+50 Parking Lot 1219 2 ft. 3 ft + Ex. Grate inlet at Rt, 250 I RirrF= 631.0 - - - - - - - - - - -----------------I Ex+ 63 LF- 24" RCP @ 1,59% - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Ex. Inv out = 624.1 63�U.G� 0+00 0+50 1+00 645.00 Line ID FLowRate Line Size Invert DowinvartU Stre HGLDown HGLUp Qb (c (cfs) (in) (ft) (ft) Z < Z (ft) (ft) A out to Al 3.58 cfs 15 635.20` 636-20 0.88 (ft) 636.25 636.56 fr 8 out to B1 4.52 Al 15 634-00 634.53 0.57 3,58 635,25 635.65 0.00 C out to Cl 5.3 0.38 10,67 624 627.39 4.29 642.20 624,55 628-31 5.00 C1 to C2 4-91 4.52 15 5 627.54Z 628 49 0 � 5 4 628.64 629,57 019 C2 to C3 3.93 638-00 15 628 62913 0.53 0.90 629.72 630.06 0,64 C3 to HeadwaLL 319 6.00 15 629,23 631.5 12�61 635-60 63014 632-22 0.18 Dout to 101 4 0.90 15 638.1 638.3 1.18 VOOT 3B 638,82 639.17 4.47 01 To 02 4 635-10 15 638.5 639 0.58 7.10 639.44 639-93 0.00 0,77 Note: All Pipe to be RCP. 2.87 0.21 4.50 63140 633.90 C4 e ft. 3 ft. Biofilter Material Crvast of Berm-- 632.0 3: 1 V-35 LF- 24" RCP 11.0% ME NMI 635.( 615. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 Inlet 10 Area %c) I n, LOP m Int. "c" Q =C(A Q,Cqr�y Lcqpj- Qb (c Type Throa LengInLetDepthinlLetS reaGutterDeptGutt read 7 se) R m T Pe Z < Z min On/hr) (C) (cfs cfs (cfs s sl Or- (ft) (ft) (ftl (ft) fr Elev. ETop v . Al 0-63 5.00 7.10 0,80 3,58 0.00 158 0.00 VDOT 3B, 12.00 0.38 10,67 0.33 10.67 641.70 642.20 B1 0-75 5.00 7.10 0.85 4.52 0.00 4.52 0.00 VOOT 3B 6-00 038 5.27 019 5.27 637.50 638-00 C1 0.10 5.00 7.10 0.90 0,64 0,00 0,64 0.00 VOOT 3B 6.00 0.21 2-17 019 3.50 635-60 636.10 C2 0.18 5.00 7. 0 0.90 1.15 0.00 1,15 0.00 VOOT 3B W OO 016 4.47 0.23 5.50 635-10 635.60 C3 0,12 5.00 7.10 0,90 0.77 0.00 0,77 0-00 VDOT3B 10.00 0,22 2.87 0.21 4.50 63140 633.90 C4 0.50 5.00 7.10 0,90 3.19 0.00 3.19 0.00 HdwaLl 01 0.00 5.00 0.00 0.90 0.00 2.562.56 .... MH 641.5 D2 0-70 5.00 7.10 0.90 4.47 0,00 1�91 2.56 VOOT 3B 6.00 0.31 7,2,2- 018 8,00 64-3 14 643-64 Typical 4iQua''`y SwaIF (No Scale) ConcreteTrash Rack and Anti -vortex Device Crest of Berm 632,0 e ft - F -0 Top of Riser= 628,9 ConcretaTrash Rack and Anti -vortex Device yr storm elevation 627.77 ®10 Yr. storm eLevation=627.35 Dewatering Device p= 627,31 ,-Dewatering Device 8" Perforated Pj'e with Cap per VE H Detention Pond Bottom-- 626.0 (Bottom of dry Storage) ww 5" Orifice Inv. @ 626.0 Excavated wet storage= 624.0 6' x 6' x8" Conc. Anchor (Cast in-place) Note: The riser specified here is Intended to be converted to the permanent StO MWaTer mariageoient structUre ser as r R Sd'ment Bas v100 Yr. Flood ELev.= 628.82 V 1E Yr. Flood Elev.= 628.-45 V 2 Yr. Flood ELev.= 620.2 Crest of 36" RCP Riser= 628. ( ft. total Length, partially imbedded in base) -,-5" Orifice Iny-Q 626.0 Low Side Pond Bottom= 627.0 \6' x 6' x 18" Cont Anchor (Cast in-place) Upper end Uppond Bottom 627.5 Pfo oseJ D2?UtI01 POSJ Scale) Inv Out (A&B)= 634 Parking Lc 12" x 12" #57 Agg. I fit -4 ft wig; cea 4" Perf Drain o Daylight Typ Elev. 630.7CLL 0 i VOOT RW -2 or approved substitute Typ ELev. 632.2 TYp ELev . 630. Swat I i Blofilter i Material MVx�218 OT 0. 57 a IC�jIr t�' Swa[e �%O- fla I n I ng �ak (No Scale) 0 LO II Uj V) -j Z 0 0 Z 0 Q3 < > Z < Z > 0 U) Or- < < :2 Z cl� > 0 rr_ Or- < :2 � I I < L.L 0 0 17-01--% V) >- i- - Z ZD 0 SHEET _AQ 6 12" Waterline ®long Rt 250 entrGnee to Commercial Entrance January 27, 1 1 WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERV II CE AUTHORITY OFFICIALS AT THE START OF THE WORK. ACROSSOF THE PROPOSED WORKARE OAR I LY SHOWNON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATLEY CORRECT. THE CONTRACTOR SHALL STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE AL EMARLE COUNTY SERVICE AUTHORITY ON -JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN 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 LATERAL -,-, WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE DURINGRESTRAINT FOR THE VALVE Controlle AIrA • M :. :. • . r construction in M� �IE 0.10 Su San Swr® (inv d W te�rll ne from Fel & Reducer behind West o merei Gl to West TH Section (TypyP DI Wate lrne T DI w 50 Prep. Grade (Typ.) 6„ Man. (Tr)P ` �Ty )r =41 m m ,L P I s� A (o Ex. Grad® 0:1 0 P < 1V - n P� C3 COCA rD -- Pr LLjLIJ o� o0 ® aintain S® 18' aration ( +OD yp®} X: z .--e + 0+(00 l+00 2+00 m V P I s� A (o a� P < 1V - n P� CL -- Pr LLjLIJ o� o0 0 c z ® 0 > Ld > + + LLj LY - a. CL CL I 01 �s►r V P I s� A (o a� P < 1V - n P� CL -- LLjLIJ o� o0 0 soon RREM an �-q -33 > I 01 �s►r LO L LO Ljj Lt3 P� U J _j <i z U N d— 0 w V P I s� A (o a� P < 1V - n P� CL -- LLjLIJ o� o0 0 m 0-jz-jLd �-q -33 > Ld LO L LO Ljj Lt3 P� U J _j <i z U N d— 0 w 0 SHEET C 0E_ 6 JOB NO. TCS 02-012 /'j6 V P I R�` CO a� P < 1V - n P� CL -- LLjLIJ 0 SHEET C 0E_ 6 JOB NO. TCS 02-012 /'j6 V Ld LJLJ P� CL LLjLIJ 0 0 SHEET C 0E_ 6 JOB NO. TCS 02-012 /'j6 Approximate location of R:Lqht-of -Wa TM 56 Porc-97A Established on Deed record -ed at P358 P.447 4- Zoned RI agreed between Hubbard, Hoff, Strong, TM 56 Parc. 98 NIF Cross Radford,& Scott parties. Zoned RI 610 Radford Lone, Charlottesville NIF Ferny�pqgh ------- 629 F?adford Lont�Clerlottesvllle Q0 ---------- j ------------------------- - --------------- Soils -------- - -------- 7B- rc--�,ddock Lo(im —0 Hc--�yesville Ctsy Loc-�m 37C3 ----------- ------------ ------------- -tote a TM 56 Parc. 98C -3 --------- _#E ------- 656 --------- ------- _-T S ___ Zoned R ------ --------- NIF Shifflett 6_29 Radfard- Lane, Charlottesville TM 56 Parc.98D Limits o -f 61 65 rr.- ---- S8 0 1-5 Zoned R-1 -71 ---------- 55- - 32-�IE ....... .............. Charlottesville Construct !on NIF ShIfflett 5168 Rockf1sh Gap Tnpk - --- ------ redeveloped ----------- ---------- --------- Jr i '' \.------ ra 1 nage, Care® ....... ---------- -- F-1 S F Boundary X Tr7 OT - ----------- LIJ 1 (2. C\1 It 8 ac. H k (4.0 ac. X kk 7 20 654 Approximate location of Riqht-of -WaL4 I J, i . 1`11 Established on Deed recorded at DB358 P.447 agreed between Hubbard, Hoff, stronglf Radford ,& Scott parties® I 650- -166 -- - ` L*IM*ts of A ❑U1 W constructi on % If W Waste material from this NOTE - site shall be 8 1E transported to Gn qpproved waste site �W—�jt_ 0 _j _j :7 c�- 646 or laud -0 L 0-- 0 PS4 Q) j L T T IS Outlet Protectlon 4 1 L , . — W d50- 61n® CG 6 L E Pepth-12 In. 0 La- 14 Ft. TM 56 Parc.97AJ iTI , 648 W -upper- 6 ft ......... T 646 W -lower- Full channel Zoned RI NIF Cross 6/0 Radford Lone, Charlottesville 644 / / II - 642Note.. Outlet Protection --I I _J I F-1 11 -7 shall re1naln In place T_ --r- as a permanent scour protection. CG_G T 8 OW -77 0 it , I I A C) soy Outlet Protection d5®- 6/n® 50 Oegln Wire Depth -12 In. C Lea e N j Supported La- /0 ft. if 31 Fence W-qpper= 5 ft (each p1pe) / r SkN --- _ ' 1 ' _ --��---® i ' c� W -lower- full b1ofiffief 7 U 0 P) % 00 0 \1A I P 1313 __j 55 v P -M I 7 ... .. ...... "0 Note.. Outlet Proteofto A 01 shallrelwln In p/ loam L./ IQ \�j TM 56 Para. 107-8-1 ------ 11 It I as a permanent Se !I a I'D Zoned RI V % protection. CO -2 NIF King, Solomons's Masonic Lodge */,94 WOW5017. Jr. P CIO Wil/10M I <' 4924 J®nes Alm % I 0 0 n q4 7 - --------------------- (�b EOP Slit.Basin No. 1 cutlet Protection 81n. 6, d5O Drainage Area= 4.0 ac. -16 See Sheet 4B -for Riser desl8n, PePIn. th to 03 La Excavated Wet Area= 90' x 4 Depth ®� wet storage= 2 ft. X W -upper- 6 ft (each full channVpe' T CG -2 % F X s0i I sa Braddoc * Loam(�B N H-cy-esvI lie Clay 100 M (137C'U 1 11 ote.. N Outlet Protection shall rerw1n in place i ;c0t.7permanent protection® scour pif Muncaster L i&r'Ind_'\\ I Pro eCl SP 636 i4_ Begin WIre Supported MW Iry -1-62 X W atfr QU 1 ) /7 litv Swale i7z ------ --------- 11, fim- - ------------- ------------- -4 06 - ---------- z 12If VV --IN" /VR6 6 ------------------ f .3f -ft T-) _4F i 0 6 Z ae`AN T -D ---- --------- ....... ------ ----------- -- ----- ------------ ------ r Ij- _ ------------ ---------- ------------------------------------- --------- ------- - -- -- ------------------------------------------------------ --- --- ------- -------- --- ............. .... -------- - - -------- -------- -------------------------------- MH-2 +/-4900 -ft. to Rt. 635 Muncaster E 7,jkwring'. ---------- ----------- ------ ------------- ---------------- __ --------- ------ Prolect 784 4 ------ .. .... ------------- ----------- Dated 27//J/O/ -------_ -___----- I --------------- ------------------------------- --- J_U J - m_ entranc-e- aQy- e--- p�_ Paved Rim Ele 7--)E X 0 li Rt, R 0 C k TU tTarl 0 tt ------- L ----------------------------- Bluerldge HC -------- ------ - ------ IN In- 628,09 U S, 250 r. -F I sh Gap ---------------- �?Grin� initi9l phase o -f constru( ionva washrack an settling area is ----- ------required see detail page 5A of6 -77) W W W 7, Q, L 1 mi ts o -F n n ri I T nn 0, 7 +P TM 56 Pare. /10)/0 A Zonea' HC THE Site (Not Included or off illated) _Q NIF Pre6ton O.Stallings Devel\nner-.a Great Eastern Manciaisle nt 3218 Wallingford Lane, Keswick 13 ST\te plan,, Blue Ridge HC WNS*LF, N CJ \ 30 0 30 60 90 OWNSVILL HEIGH?S S c a I e 1 3 0 Vicinity Map (No Scale) U11011 UU1[UH Blue Ridge Builders Supply i` . I Silt Trap No® 2 Draina?e Area= 1 .7 ac. L= 10 t. Bottom Excavated Wet Area= 768 s.f. Depth of wet storage= 3 ft. Bottom of Weir= 1200 s.f. Depth of Dry Storage = 2 ft® Top of Dry Storage= 1875 s. f. H= 3 ft. Ho= 2 ft. W= 2®5 -ft® �4w IM23/c Am 2. Excavate a t s►:• + s ! es and ar e ! aM extefnj I into the trench. the excavated soil. V ' Min. Ex. Ground). 3" SM -2A Tsop Course - >6" # 21-A tiL If��! Or Full Width of Entrance Operation rrr�i�I��rrirr,+�i�t�ti�rtii•,irsf�fiitirit.GiJr F1 lter--- •th SECTION >i Note: A minimum water tog of I Inch must be installed with 4m minimum I In. ballcock s utoff valve supplying a wash hose ;th a diameter of 1.5 in. for adequate constant •- . be t s• a • •�.., approved settling area to remove •_ be prevented /.enteringstormsediment.drains ditchesand • •' 'PAVED CONSTRUCTION [NTRANU Narrative ROJECT DESCRIPTIONS The of "is prOJ is tats construction of a new commercial and residential center. APProximotslY 7.3 acres planned for d1 EXISTING SITE CMITIONSoThe of Ifle at+e to rolIIng within the Of project. Landcaver is predominately open. ADJACENT AREAS: The prof sot i e bounded by Route 250 to +hie Soutar, by a i cap property to tyre wee+, and by r'a I resldon!Val areas an at other sides. No offsite site activities vfiiafi rewire erosion ol are planned for this project. SOILSS Sot is an +fie site are reported to be loom of the 5r (75) Viand niayesviIIs C!ay (3?C3) varieties CRITICAL AREASs Areas c n oeest +o Rt• 250 particularly +fie starmwater channels are caroldered critical. tar, activities should be specialty monitored and pr Contractor should use owe in schoWling aid sequenctne to minimiz® excavation exposure in these areas. EROSION AND SEDIMENT CONTROL MEASUPIESs es show an aha® occonponying drawings and.In this narrative are to be Installed in occordowlee with speolf 160+1one and st of Virginia Erasion and SedineenWIon Control Hand000ko 3rd Edition 19912. STABILIZATION PACTICES (Adapted from State Minimum Standard* as offowtvdo 13.E ). Standards listed hen's. are In In of question or overayo the Virginia lath YR f.2S -•W Shot I govern. MS -1 or temporary 0011 lIlZattos shoti be appi led +o donoded areas within severl (7) fInal grade is reached on any portion of the site. TsNWWY roti whibiItxation 11 be appited to denuded areas wl+h to sevens (7) slays +0 denuded areaa+hat may not be at f t no t graded but wt I I remain for longer than 30 dcrys, Permanent r stab t! lza+fcn shol I be app Iled to which wiI! romIn dormaryt far lonigor than ane year. Ms_2 Sot! stook piles shot1 b0 0011B or protected with t +rappirng meovirso. The appit is responsible for the temporary p.o.ectionand 1liza+tcn of at sot0 oftokpi1ee on site as wml! Go 0011 tn+onflomlly transported from +h! alts. 3 A permanent vegetative cover ShOll be l Ished an denuded crew not otherwise a+cbl I Ized. Poirmonlint Vegetation shoII not be amsidared so+abi Ishod untII a ground cover is achieved that. in opini of local program administrator. v- his o is uniform a enough +0 iveo and wlII inhibit erosion. MS -,4 Sed i merit bas! ne and traps. psrlmwW dlkeoo sediment barriers and other measures; I +O +rep sediment 1 to must be constructed ae a first atep, in Fading and be made functional before upelope land disturbance takes place. MS -5 S+abiltza+lon measures shal1 be appiled +O earthen structures such as dome, dikes and dlvsrsf � i to+ely after installation. MS -6 Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to, three i3) acres, shall be controlled by a sediment basin. The sediment basin shoti be designed and const +o accometiodate, the ant i a i pated asd t men+ 0 oad i ng from +tire laid d i surd i nap activity. The cu+!ft ! I dev i cs or system design sho l 1 take Into a000 n+ +fie total drainage area flowing through the disturbed area to be servool by +he basin. MS -7 Cut and fill slopes shoal be to a mwww that wtII minimize erosion. Slopes that are found +o be eroding exoessively within ane Yaw OSP s+abiIIzatton. shal1 be provided with ctddltianal stops Biizing measures until the problem is corrected. -s ated runoff shot not flow down Out or fill slopes unless contained within adequate temporary or permanent chonnel. f lums or slope drain structure. MS -9 Whenever water saw from a slope foose adequate drairnage or other protection shall be provi MS -10 Al storm sewei" inlets that are mode able during construction ohalI be protected so that sediment -laden water cannot sitter the oonwwithout first being f i I ed or otherwise treatedt0 remove sediment. MS -11 Before newly Is are made a%atlonalo oriiet protection and any reaps i red ary or t i i n t ng l 1 be I nsta 11 ed In both file conveyance don t re co l vi ng ftinnel. MS -12 Ow wa>e'•k In a l five water es is pefornW, precautionis sha l l be taken to minimize oncr000himent, control sediment transport and stab l I i ze the work area tc ift greatest extent possible during truct i o n. Rawodible mater i a l saw l I be used for +he construct Ian of causelelays and cofferdams. Earthen f t 1 I ess If armaired by nonerodtble comer materials. MS -13 Vhen a live watercourse mat be crossed by construction Vehicles more than twice In any six perlod, a temporary stream arose tng constructed of nonerodibla motor tai shoal be provi MS -14 All appIIcab 16 federal. state and ! 1 regulations ining to ink in or crossingIIve rrlater see shall be met. MS -15 The bed and of a course Ii g stabtlIzed i mined Iaft l y after work In the watercourse is coup Ieted. -16 Underground utility lines shall be Installed In accordance with thel following standards in oddlition to other applicable crit'er'ia: a. No more that 5W 11 new feet of trench may be opened at ane t 11110. b. Excavated material shall be placed ori ttheIII aide of trenches. 0. Eff I uent from devotering operations shal ITS f I I+'ered or passedtPw' an awaied sediment trapping deviceo or o and discharged in a manner does not adverse I y affect f l awi rq Strowille or its pr d. RestablIIzarttaxn shall be l Islud In accordance with these regulations. a. Appitoole safelty regulations; *011 be oompiBed with. pr -17 a icn vehicle r i lic r o menvisi shall be to minimize transportof sediment by vehicular tracking . e se i l tnerht Is transported onto aI to r surfccv . , the road almali be cleaned thoroughly at the gild of each day. Sediment sh101i be removed from the roads by slwve1Ing or ing and tr to to a sediment of dl i area. Street washing shall be allowed only sediment Is r eft in is . is provision Ii apply to inndivi I subdivision lots as well as to larger 1 I i activities. MS -18 Al I temporary erosion onld sediment control measuires ftl I ber within 30 days after final site stabi I ization or the twWary mpaillures,are no I o unless otherwise aulthoirlZed by tine 1 1atm adlmtntstr . Trapped sediment aW the distt,rbed sot I a mem resulting from disposition of a`•y es i be permanently stabi I ized io prevent MS-19 CCerosion ol in p ® separate age. MANAGEMENT STRATEGIES 1. Areas which are not to be disturbed 11 be clearly marked by flogso signs, etc. of the 's discretion. ®2. � Contractor all o so I to ee® Ible for the i nota I latian maim a of l 1 erosion EROSION AND SEDIMENT CONTROL MEASURES: Misaaros ~ an the trringg drawingsare to be Installed in accordancewith the speoifUlans et cis of the Virginia Erosion and Sedimentation Cartrol Haxtooke 3rd Edition 1992. MAINTENANCE: In general, atIggErosion Sedimentof lowing se wlll tea) Fuld sedimeafter nt bastnsforrtt traps be rewired. t. The fol hey i I I ibe let 1 i be maintained particular: ding to the VInto Erosion and Sediment Control Handbook. b) All grovel cutlets will be chocked roW IorIy for sod invent bUIIdup that will prevent drainage. If :the gravel Is clogged by sedimento It ONII removed and cleaned or reel c) At slat Friars wIII be cheoltod regularly for undermining or deterioration of the fabric and repaired as r ired$ Sediment shoti be removed the levelof sadtment deposition r half to top arF tar. d) Alt Seeded areas will be sd regularly to see that a good stand is maintalned. Argas should be fortlIIzed and r (a needed e) The acceptance of approval INpIlas that the app 1i has apreod to the materials as indicated on Erosion Control Plan, aftaohmolvt aW sump 1 es s ibmi:ted. Artychange to +fie approved design or materials wl I I ng require untyof Alto marleEpi an and tit: + reviewedand oved by the CALCULATIONS: PERM. SEEDING SPECIFICATIONS: (AlI units In Pounds per owe) Feb. 16 1 ru Apr 11 30: Kentucky 31Focus- 128 lbs. $ Red Top Grass- 2 Ibe. I Annual R s- 20 lbs. Fertilize at 1,000 Ib. per owe or de determined by act tost For Slopes steeper than 3:10 add 20 lb. Crowwofth May 1 31Focus- 15: .r Foxtail Millet- 20 Ibs. Kentucky 31 Feue- 128 lbs.: Red Tap Grams- 2 Fertilize at 1,000 Ib. per acre or as determined by soil test ForSI st than 3:10 20 lb. Crovivetch All. 16 Oct. 31. KKentuaky 31 F 128 Ibs.n Red Top Gr 2 lbso 1 e°® 20 lbs. Fertilize at 1#000 Ib. per owe or as determined by soil toot For Slopes s+99W than 3:10 add 20 Ib. Crawwefth Nov. 1elb. 15: Kentucky 31Focus- 128 1be. : Reid Tap Gross- 2 Ibe.s Minter Rye- 20 lbs. Fertilize art 19Ib. per owe or as determined by soil For Slopes steeper than 301. add 20 lb. Crceinvofth r R 1. Lim shal I be qppI led at 3 tow per core unless otherwise notodT e 0'. unless oths wise noted. or • ?ates of =wFeb , Annual 15 Rye and Wnter Rye at 0 lb. per core. For Planting Dates to ARril 30 Use e• a ,e r.. /e; per acre. • Plantino .e.Use Germn _ ,, ific Conditions a )pec nd Notes: Inspections of BMPs must be conducted , f phases of constructi a a a'w it ding a"final conformance'. C t'. Staffq the devel oper rrepresentative)and the devel oper len ineer should be present at the 'Inspectionas the developer is respons i for a. a all parties a a: ted to attend. 1) All entrances exceptfor approved construction shallS not allow access to the site. install(E) The developer reserves the right to and maintain all erosion a. required by this plan ea.a a of = sale of a. lot. � ft. Variable 201 � a L 0 Dry Storage �U Wet Storage Excavated ,VDOT #3 Class I RipRap VDDT #3 �y 2" F'Iter Cloth 0�, ■ ' . _. ,-. ils Outlet Protection _. recommended ,, perimeter 1. Apron Lini W 6 M . RiprapS. d- 1.51-1irno lone r=47unt "not"Ce's"tMan 6 In. Mater Waste approved Mater;waste area or landfill. milch Specifications 5 or deny° 1.5 to 2.0 tot W aa. (2.0 win. fe' winter �- fro fiaM onds and own ie'ier. W be alidiared. Weed by W cr blow. Fiber Muldt- Nin. 1500 lb. Do net m as wintar ww or during We dry perladO Ac:,ly ass slurry. Cam Stalks - 4-6 tisk per Out or shroM Into 4-6" I Air aided. Do not m in fiats turf ares. Apply by had or blmsr. Chips _ 4-6 tan per Fro of wn Blotter. Air dried. Treat with 12 lb. ni tan Do not ties In fine W areas. Apply by hand, batter ar chip halellor. Chips or Dark- 50-10 C.T. Free of Cowss mthr. Air Dried. Do not m In fins ttrF ly by hand. bloar or ohiQ handier iG.a fiber Ikilah is lite only =I lable sulah daring pentode Wo sitar d uld be wedi apply at rate aF 2,000 lb. Copyright 2002 TCS Engineering P.O.:o1/ Nellysford, VA a 4- 70' Min. Msph®It 0 � ra Paved 0 rs 0 Vash Rook L 0 Lr.. V) n opt Cd 0 Fx • Ground ,;/;;'! ®°; ; °°;®: ,`, n °L... ®°°: �`:. ®•° ,, ®®;° •, a :® •' `, . 0 � � car a Pavmt / s4• ♦•0 T' .• t;ii%t;.°'°• .,�°. `.am. e'p• spa. spa ••®`°' °•®•��••a•a°°° °t•�'. °'®.°• .aro. Positive Drainage A tosed 1 rrsnt Trapping PLAN U � � Device Or Full Width of Entrance Operation rrr�i�I��rrirr,+�i�t�ti�rtii•,irsf�fiitirit.GiJr F1 lter--- •th SECTION >i Note: A minimum water tog of I Inch must be installed with 4m minimum I In. ballcock s utoff valve supplying a wash hose ;th a diameter of 1.5 in. for adequate constant •- . be t s• a • •�.., approved settling area to remove •_ be prevented /.enteringstormsediment.drains ditchesand • •' 'PAVED CONSTRUCTION [NTRANU Narrative ROJECT DESCRIPTIONS The of "is prOJ is tats construction of a new commercial and residential center. APProximotslY 7.3 acres planned for d1 EXISTING SITE CMITIONSoThe of Ifle at+e to rolIIng within the Of project. Landcaver is predominately open. ADJACENT AREAS: The prof sot i e bounded by Route 250 to +hie Soutar, by a i cap property to tyre wee+, and by r'a I resldon!Val areas an at other sides. No offsite site activities vfiiafi rewire erosion ol are planned for this project. SOILSS Sot is an +fie site are reported to be loom of the 5r (75) Viand niayesviIIs C!ay (3?C3) varieties CRITICAL AREASs Areas c n oeest +o Rt• 250 particularly +fie starmwater channels are caroldered critical. tar, activities should be specialty monitored and pr Contractor should use owe in schoWling aid sequenctne to minimiz® excavation exposure in these areas. EROSION AND SEDIMENT CONTROL MEASUPIESs es show an aha® occonponying drawings and.In this narrative are to be Installed in occordowlee with speolf 160+1one and st of Virginia Erasion and SedineenWIon Control Hand000ko 3rd Edition 19912. STABILIZATION PACTICES (Adapted from State Minimum Standard* as offowtvdo 13.E ). Standards listed hen's. are In In of question or overayo the Virginia lath YR f.2S -•W Shot I govern. MS -1 or temporary 0011 lIlZattos shoti be appi led +o donoded areas within severl (7) fInal grade is reached on any portion of the site. TsNWWY roti whibiItxation 11 be appited to denuded areas wl+h to sevens (7) slays +0 denuded areaa+hat may not be at f t no t graded but wt I I remain for longer than 30 dcrys, Permanent r stab t! lza+fcn shol I be app Iled to which wiI! romIn dormaryt far lonigor than ane year. Ms_2 Sot! stook piles shot1 b0 0011B or protected with t +rappirng meovirso. The appit is responsible for the temporary p.o.ectionand 1liza+tcn of at sot0 oftokpi1ee on site as wml! Go 0011 tn+onflomlly transported from +h! alts. 3 A permanent vegetative cover ShOll be l Ished an denuded crew not otherwise a+cbl I Ized. Poirmonlint Vegetation shoII not be amsidared so+abi Ishod untII a ground cover is achieved that. in opini of local program administrator. v- his o is uniform a enough +0 iveo and wlII inhibit erosion. MS -,4 Sed i merit bas! ne and traps. psrlmwW dlkeoo sediment barriers and other measures; I +O +rep sediment 1 to must be constructed ae a first atep, in Fading and be made functional before upelope land disturbance takes place. MS -5 S+abiltza+lon measures shal1 be appiled +O earthen structures such as dome, dikes and dlvsrsf � i to+ely after installation. MS -6 Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to, three i3) acres, shall be controlled by a sediment basin. The sediment basin shoti be designed and const +o accometiodate, the ant i a i pated asd t men+ 0 oad i ng from +tire laid d i surd i nap activity. The cu+!ft ! I dev i cs or system design sho l 1 take Into a000 n+ +fie total drainage area flowing through the disturbed area to be servool by +he basin. MS -7 Cut and fill slopes shoal be to a mwww that wtII minimize erosion. Slopes that are found +o be eroding exoessively within ane Yaw OSP s+abiIIzatton. shal1 be provided with ctddltianal stops Biizing measures until the problem is corrected. -s ated runoff shot not flow down Out or fill slopes unless contained within adequate temporary or permanent chonnel. f lums or slope drain structure. MS -9 Whenever water saw from a slope foose adequate drairnage or other protection shall be provi MS -10 Al storm sewei" inlets that are mode able during construction ohalI be protected so that sediment -laden water cannot sitter the oonwwithout first being f i I ed or otherwise treatedt0 remove sediment. MS -11 Before newly Is are made a%atlonalo oriiet protection and any reaps i red ary or t i i n t ng l 1 be I nsta 11 ed In both file conveyance don t re co l vi ng ftinnel. MS -12 Ow wa>e'•k In a l five water es is pefornW, precautionis sha l l be taken to minimize oncr000himent, control sediment transport and stab l I i ze the work area tc ift greatest extent possible during truct i o n. Rawodible mater i a l saw l I be used for +he construct Ian of causelelays and cofferdams. Earthen f t 1 I ess If armaired by nonerodtble comer materials. MS -13 Vhen a live watercourse mat be crossed by construction Vehicles more than twice In any six perlod, a temporary stream arose tng constructed of nonerodibla motor tai shoal be provi MS -14 All appIIcab 16 federal. state and ! 1 regulations ining to ink in or crossingIIve rrlater see shall be met. MS -15 The bed and of a course Ii g stabtlIzed i mined Iaft l y after work In the watercourse is coup Ieted. -16 Underground utility lines shall be Installed In accordance with thel following standards in oddlition to other applicable crit'er'ia: a. No more that 5W 11 new feet of trench may be opened at ane t 11110. b. Excavated material shall be placed ori ttheIII aide of trenches. 0. Eff I uent from devotering operations shal ITS f I I+'ered or passedtPw' an awaied sediment trapping deviceo or o and discharged in a manner does not adverse I y affect f l awi rq Strowille or its pr d. RestablIIzarttaxn shall be l Islud In accordance with these regulations. a. Appitoole safelty regulations; *011 be oompiBed with. pr -17 a icn vehicle r i lic r o menvisi shall be to minimize transportof sediment by vehicular tracking . e se i l tnerht Is transported onto aI to r surfccv . , the road almali be cleaned thoroughly at the gild of each day. Sediment sh101i be removed from the roads by slwve1Ing or ing and tr to to a sediment of dl i area. Street washing shall be allowed only sediment Is r eft in is . is provision Ii apply to inndivi I subdivision lots as well as to larger 1 I i activities. MS -18 Al I temporary erosion onld sediment control measuires ftl I ber within 30 days after final site stabi I ization or the twWary mpaillures,are no I o unless otherwise aulthoirlZed by tine 1 1atm adlmtntstr . Trapped sediment aW the distt,rbed sot I a mem resulting from disposition of a`•y es i be permanently stabi I ized io prevent MS-19 CCerosion ol in p ® separate age. MANAGEMENT STRATEGIES 1. Areas which are not to be disturbed 11 be clearly marked by flogso signs, etc. of the 's discretion. ®2. � Contractor all o so I to ee® Ible for the i nota I latian maim a of l 1 erosion EROSION AND SEDIMENT CONTROL MEASURES: Misaaros ~ an the trringg drawingsare to be Installed in accordancewith the speoifUlans et cis of the Virginia Erosion and Sedimentation Cartrol Haxtooke 3rd Edition 1992. MAINTENANCE: In general, atIggErosion Sedimentof lowing se wlll tea) Fuld sedimeafter nt bastnsforrtt traps be rewired. t. The fol hey i I I ibe let 1 i be maintained particular: ding to the VInto Erosion and Sediment Control Handbook. b) All grovel cutlets will be chocked roW IorIy for sod invent bUIIdup that will prevent drainage. If :the gravel Is clogged by sedimento It ONII removed and cleaned or reel c) At slat Friars wIII be cheoltod regularly for undermining or deterioration of the fabric and repaired as r ired$ Sediment shoti be removed the levelof sadtment deposition r half to top arF tar. d) Alt Seeded areas will be sd regularly to see that a good stand is maintalned. Argas should be fortlIIzed and r (a needed e) The acceptance of approval INpIlas that the app 1i has apreod to the materials as indicated on Erosion Control Plan, aftaohmolvt aW sump 1 es s ibmi:ted. Artychange to +fie approved design or materials wl I I ng require untyof Alto marleEpi an and tit: + reviewedand oved by the CALCULATIONS: PERM. SEEDING SPECIFICATIONS: (AlI units In Pounds per owe) Feb. 16 1 ru Apr 11 30: Kentucky 31Focus- 128 lbs. $ Red Top Grass- 2 Ibe. I Annual R s- 20 lbs. Fertilize at 1,000 Ib. per owe or de determined by act tost For Slopes steeper than 3:10 add 20 lb. Crowwofth May 1 31Focus- 15: .r Foxtail Millet- 20 Ibs. Kentucky 31 Feue- 128 lbs.: Red Tap Grams- 2 Fertilize at 1,000 Ib. per acre or as determined by soil test ForSI st than 3:10 20 lb. Crovivetch All. 16 Oct. 31. KKentuaky 31 F 128 Ibs.n Red Top Gr 2 lbso 1 e°® 20 lbs. Fertilize at 1#000 Ib. per owe or as determined by soil toot For Slopes s+99W than 3:10 add 20 Ib. Crawwefth Nov. 1elb. 15: Kentucky 31Focus- 128 1be. : Reid Tap Gross- 2 Ibe.s Minter Rye- 20 lbs. Fertilize art 19Ib. per owe or as determined by soil For Slopes steeper than 301. add 20 lb. Crceinvofth r R 1. Lim shal I be qppI led at 3 tow per core unless otherwise notodT e 0'. unless oths wise noted. or • ?ates of =wFeb , Annual 15 Rye and Wnter Rye at 0 lb. per core. For Planting Dates to ARril 30 Use e• a ,e r.. /e; per acre. • Plantino .e.Use Germn _ ,, ific Conditions a )pec nd Notes: Inspections of BMPs must be conducted , f phases of constructi a a a'w it ding a"final conformance'. C t'. Staffq the devel oper rrepresentative)and the devel oper len ineer should be present at the 'Inspectionas the developer is respons i for a. a all parties a a: ted to attend. 1) All entrances exceptfor approved construction shallS not allow access to the site. install(E) The developer reserves the right to and maintain all erosion a. required by this plan ea.a a of = sale of a. lot. � ft. Variable 201 � a L 0 Dry Storage �U Wet Storage Excavated ,VDOT #3 Class I RipRap VDDT #3 �y 2" F'Iter Cloth 0�, ■ ' . _. ,-. ils Outlet Protection _. recommended ,, perimeter 1. Apron Lini W 6 M . RiprapS. d- 1.51-1irno lone r=47unt "not"Ce's"tMan 6 In. Mater Waste approved Mater;waste area or landfill. milch Specifications 5 or deny° 1.5 to 2.0 tot W aa. (2.0 win. fe' winter �- fro fiaM onds and own ie'ier. W be alidiared. Weed by W cr blow. Fiber Muldt- Nin. 1500 lb. Do net m as wintar ww or during We dry perladO Ac:,ly ass slurry. Cam Stalks - 4-6 tisk per Out or shroM Into 4-6" I Air aided. Do not m in fiats turf ares. Apply by had or blmsr. Chips _ 4-6 tan per Fro of wn Blotter. Air dried. Treat with 12 lb. ni tan Do not ties In fine W areas. Apply by hand, batter ar chip halellor. Chips or Dark- 50-10 C.T. Free of Cowss mthr. Air Dried. Do not m In fins ttrF ly by hand. bloar or ohiQ handier iG.a fiber Ikilah is lite only =I lable sulah daring pentode Wo sitar d uld be wedi apply at rate aF 2,000 lb. Copyright 2002 TCS Engineering P.O.:o1/ Nellysford, VA a 4- 0 � ra 4- 0 rs 0 a L 0 Lr.. V) n opt Cd 0 0 0 4 0 � � car a 4- 0 � ra 4- 0 rs 0 a L 0 Lr.. V) n opt Cd 0 0 0 4 0 � � car rs n opt Cd rs opt Cd � I PAVEMENT 3z1 SLOPE tMAIL ) Cli CLEAN-OUT SOD TURF W/WATERTIGHT Qz� 0- SEE NOTE I cz� CAP b TYP 11-0" -STORE OISMMV�MIN (CLEAN GRAVEL), 50% $AND/309: SOIL/2% LEAF MULCH UOANUC 0-02_-0-04 ASTM C33 FINE) UNOERGRAIN GRAVEL --4'-G' PERFORATED PVC PIPE 8 % (AASHTO M43"t-1 1) WRAPPED IN FILTER FA3RfC SLOPE (MIN) TO DI OR STOW DRAIN PROVIDE ACROSS ENTIRE WIDTH a 20 ft D.C. 15'-0/' (MIN) BIo-Filter Detail (no scale) Approximate location of Right -of -Wau TM 56 Paro. 97A Established on Deed recorcFed at D5358 P.447 Zoned RI agreed between Hubbard, Hoff, Strong, TM 56 Parc. 98 '4- N/F Cross i Radford, & Scott parties. Zoned RI J NIF Ferfyl�pugh 1 -11, -f Drains *nth' 610 Radford Lane, CharloffesvIlle '�6,Chti Roo I I 629 Radford Lan r1aftesvIlle i s area Q0 -------------------------------------------------------- she I I be directed to the ------ par -kin n, . ..... g area Cr directly to ---- the storm sewer system ---------- �\ I ----------- a08 - _E -- A- --- 22 oft ------------ j------------------ ------- ---------------- TM 56 Parc. 98C ------ _0`5'5`j3_# ----- Zoned R-1 _ ---- ------ 0-- ---- - i _A_d_�j_ - 20'ftfts,�=_ 6,58 250 S8 E -------- - NIF ShIfflett 656 — -------- _APPr0,Y.J 2b9. 64�t ---------- ------------------- 629 Radford- Lane, CharlottesvYle TM 56 Parc.98D I— --- _1- Zoned R-1 V01, NIF SNfflett 654 652— TI- — 3ZqE -------- 5168 Rockf1sh GOP TnpkXhor1ottesv111e - — -------- 650 ---- 190 23—ft ---------- ------- --- --------- F1 Rt. 25,9 1 — - -------------- ------ -------- -646 d athways to be - field located to best fit A existing topography 'Lul and vegetati 0' -Cc nmercfaiiBldg . set F� boa F) —654 t -T1 7- 7-7 CG 650 A 4 Un CO -1 //X" A I k7 - IT Zb' Strip Ke5eFVeQ TOF I I / - Zt future dedication. Cj L Q) 4 .4 C) 7 Cl— Pathways to be field TJ located to best fitCG-6 L existing topography, ---------- _4 0 features and vegetation -4---j 1 1 1 j --_648 TY 56 Parc. 97k / U-) 646 T 6 ft.. High Privacy Fence NOF Cross 644 1/ 1 ft, inside Property line Zoned RI 646 — 44 610 Radford LaneChorlottesvIlle 14 Mr A SIdaWk 1 1 Wild -flower MIX C13-2 /C Shall be the CG_6 CG -9 -4 Planting cover IN �12 'for this BMP 77 UE I I I I A :PS 'bje - cl gj�S ' ignagFto el Du o IQC6,nn cit- . on= CG -12 rn /t4 C) (3�_ 1,_j '04 % Z /0 A f % PG4:(Typ,D BMP cz-z'_ B 1 o -F 1 70 Fidi 07dth CIO Do CG (See Deta 1 11 I ter Q, GG -12 /4 7-il ',,V CG -12 ,, F ... Wd'o Im ftr ArmZU I L/ \Ij 1� I Q Water Quality C133-2 S-wa I e (A) TM 56 ParC.107-8-1 ------- Zoned RI NIF ill _g (See Detail _g Solamns's Masonk Lodge *194 0 Clu wiltiam 7.Woodsonjr. CG Sheet 4B) 4924 Jones M111 Road, Crozet ------ EOP �24 A -Flowe r- Mix X Wild Ik (,G \�Typ.) C;G-1 :G- -2 i ng/ Shall be the p lant L[� Full WNM cover -For this BMP Cb' -Water craft *W and the Stormwater CG-i2a__ Full Width Quality -managment pond AICG-12 CG -12' CG -1 / Swale X 1 —Isswaix S) CG -2 CG -2 �7yp.) -F I ow Lr ova C . ..... Over an 15 =41 Water 0 LIc I t (5 ft, Typ) d for it % - -1, N I �B) 25' Strip Reserve er ( Seb\\ Geta 01l he e t - _-, \ I future dedication CG -12 Bumper o6C "URI 8109 (Typ.) ter e �,(.B Block (Typ.) Q. 1 1:1 e6� D/e t a 11 1 t h Se t-/ T 4 B 1b 6"Po -- — — — — — — — — — 7 a e 301 Commerc Id Se It ty 77 S A 11W uou S w - — - — - — - — - — - ---------- 636 u + t 6 4Signage 6R8 4,31 bt) 5J,2 "1 11 / n ;_A Z' Z I W LA 'n 5 152 9ft CG -1 636 .317 636 ------------ --------- -------- ------ — ------- 8---- Wdfer W i I df I ower i x636 ---------------- -------------- --------------- ---------------- ------------------------------------- -------------------------------------- ------- 36 - --------- ------- Water/- ----- QW-1--i-tY ------- ------ - --- ----------------- -------- -------------------------------------------------------------------------- --------------------- F__l__--------- Qu( Swi I e C ver for th 1 s BMP 1/-4900 ft,. to Rt. 635 W! I d ®Wer Mix -Tt 1 ng Ov�,r-f I ow Shall I be the®planting I or. ----------- ------ ...... --------------------- I_- --------------- -------- ---------------------- ------------------- --- --- ----- ---------- ------------------ Swale_ __ ------------------------------------ ------------- For this BMP ......... -WEI-t-er ------------- ------------------ --------------- -------- Uhdeirdra i n Qua 1 1 ty r To Charlottesville a S to 5 0 R-oc Sh Gap Turnp i Swa I e R t 2 ke) Overf I Stormwater Management Summary W - Clover Lawn Food Lion Site (Not Iia I uded or a -F -F i I i cited) ®eve b -.1 1\per� Great Eatern Managment ST\tepIan: ue Ridge HC Stormwater Detenion Summa Extended �Ietentlon sTo4mwater management pond proposed Required Removal P (Wate �%RR) (See calculations): 64% 68% (East) Planned Te of BMP .S) B l Mil ler and �x�ended Detention Dry pond to West BioK f t@T+ ers to East Buffer Impact: None. Mitigationone Planned: N W. . . . . . . . . . . . . . . . 30 0 30 60 90 IM Aw Scale 1 30' Blue Ridge Builders UPP 'Y [Ar�7 rkm 12 TCS QqLneerIn vh vie Qz� 0- cz� [Ar�7 rkm 12 TCS QqLneerIn vh vie EKING VON STORCH C H I T E C T S 1352 CHARLOTTESVILLE, VIRGINIA 22902 M.4204 Fox 434,295.6954 www."s.com drawinge ore= as Irfstrumente Of i and shall re sole and exciuslv43 of Stoneking / von Starch Architects. Theee encs may not be copied or reproduced in w marts rt firn; ali nor be trormforred t© any other a r hout the express, written consent -f Stoneking / von Sterch Architects. apyriqbt Stoneking / von St*rch 2002 ATE I I CONSTRUCTION