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SDP199800072 Plan - Approved Stormwater Management Plan 1998-07-28
r Designation: Y 345 Reset 1959, 21. Trash receptacles and recycling will 'be interior. TI 550 47 evauon. _ Detailed Description: 22, Lighting spillover onto public roads and properties zoned as residential 1,0 mile west along U.S. Highway 250 from the junction of U.S. High- or rural areas shall not exceed one-half foot candle. way 29 at the northwest edge of Charlottesville, 23 feet southwest of the edge of pavemew of U.S, Highway 250, 24 feet southeast of the center 23. The Albemarle County Board of Supervisors, at its September 4, 1996 of a gravel mad lending southwest to the Commonwealth Motor Court, meeting granted a) Waiver of Critical Slopes Requiremen(s, and b) 155 feet northeast of the northeast corner of brick restaurant and gift Waiver of Access Aisle Grades, not to exceed 12%, shop. 1.0 foot southwest,of a brick wall, 35 feet southeast of a culvert Wunder U.S. Highway 250, 110 feet southeast of the south rail of the C & 10 RR Tracks, 14 feet northeast of a manhole on gas hne, 5 feet northeast .of A.C. & G.S. Witness sign, and set in the top of a concrete post. 10. Proposed Use: ' ential A artment. , 7 edroom units and edroom units h0 sT) = 1.26 acres RECEIVED 11. Gross Residential Density: 14.5 dwelling units acre ;: JUL 231996 12., (Open Space: 3.67 acres �•• i nrgrt�ecn PU 13. :Rounded Building Height is QG.00' `b�c works 737.63' (Mean roof 14g1., between eaves and ridge of gable.) Site Plan Revision Description 69 .00' ( g ronl of bldg.) 1. .Two, 1-bedroom units have been added to the building. The building 2 Av elev, of round surface at f a` 45.G3` - footprint has not changed. Two additional parking, spaces have been Tg 0 „ added to the northern parking area. 7• [a • 1 IA has been deleted from the , front of the 2. Architectural retaining wall,.¢ southern building wing. 4 FINAL SITE PLAN NOTES ABBREVIATIONS FIN FINISHED PVI POINT OF VERTICAL INTERSECTION 1 The abbreviation VDOT made hereafter refers to the 15. Work shall be subject to inspection by Albemarle County A. AREA OR ' ARG FL FLOOR PVMT PAVEMENT Virginia Department of Transportation. The term County Service Authority inspectors. The contractor will be AG ACRE FP FLOOD PLAIN PVT POINT OF VERTICAL TANGENT h . refers to the County of Albemarle, Virginia." responsible for notifying the proper Service authority AD AREA DRAIN FT FEET P+P PLAN AND PROFILE; ic�als a start f the work off' t the o AGGR AGGREGATE FW FACE OF WALL Q AMOUNT OF WATER RUNOFF 2. Prior to commencement of any. construction within any 16. The location of all existing utilities across the line of the APPROX APPROXIMATE existing public right of way, including connection to any proposed work are not necessarily Shown on the plans, and ASPH ASPHALT. G GAS permit for said construction ti all be contractor " existing road a p 'on sh where Shown are only approximately correct The contr t GFA GROSS FLOOR AREA R RADIUS obtained from VINO T. shall on his owninitiative locate all underground lines and BB BOTTOM OF LINE GRD GROUND RCP REINFORGED GONGRETE PIPE structuresas necessary for cons true tion BG BOTTOM OF CURB GR GUARD RAIL �D ROAD 3. All paving and drainage related materials and BD BOTTOM OF DITCH RET RETAINING construction methods shall conform to current specifications 17. All materials and construction shall complywith general BF BASEMENT FLOOR HC HANDIGAP REV REVISION and standards or, VDOT unless otherwise noted. water and sewer construction specifications as adopted by BITUM BITUMINOUS HGL HYDRAULIC GRADE. LINE ROW RIGHT OF WAY Albemarle County and the applicable service authorities. BLDG BUILDING HORIZ HORIZONTAL RR RAILROAD 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and 18. Datum for all elevations shown in National Geodetic BM BENGN MARK HP : NIGH POINT RTE ROUTE PP P Surve 5hall be ins t olled prior to any clearing, grading or, BOV. BLOW OFF VALVE HR NAND RAIL' other Y cons true tion. BSL BUILDING SETBACK LINE HGT HEIGHT S SOUTH 19. The contractor shall be responsible for notifying 71155 BW' - BOTTOM OF WALL SS SANITARY SEWER 5. All slopes and disturbed areas are to be fertilized, Utility` C1-800-552-,7001-) before starting any work. I RAINFALL INTENSITY SAN SANITARY seeded and/or mulched. Maximum allowable fill or cut slope G COEFFICIENT OF RUNOFF ID INSIDE DIAMETER SBL SOUTH BOUND LANE is 21. Where reasonably obtainable, lesser Slopes' of 41 20. All water and sewer pipes Shall have a minimum of 3 feet GB GATCH BASIN/GHORD BEARING IN INCH SD SUBDIVISION or better are to be achieved. of cover measured from the top of the pipe, over the GG CENTER TO CENTER ' INV INVERT SECT SECTION centerline of the pipe. This includes all fire hydrant GIF5 CUBIC, FEET PER SECOND IP IRON PIPE SEW SEWER G. Al/ drainage inlets shall have a 2-inch local depression. lines, service; laterals and waterlines, etc. GIG CURB AND GUTTER IPF IRON PIPE FOUND SP SITE PLAN 7. Paved or ri ra lined ditch may be required when in the enty wide easements, centered on the GILD CHORD IPS IRON PIPE SET SPEC SPECIFICATION P P Y a 21 T w C20� foot ' STA STATION opinion of the Director . of Engineering, or his designee, it pipeline and appurtenances shall be dedicated to the GR GAST IRON is deemed nec�e55ary in order to Stabilize; a;. drainage County Service Authority. xcept line Albemarle Go Autho E where the G.I. GURB INLET JB JUNCTION BOX STD STANDARD channel. iS in a public road right -of-way or an access easement, in GIP CAST IRON PIPE STM STORM which case the occe5,s easement 5holl also be dedicated o5 a GJ CONSTRUCTION JOINT K ONE THOUSAND (KILO) SW. SIDEWALK 8. All traffic control signs" shall conform with the Virginia utility easement. r n f CL GENTERLINE Manual ,'For Uniform `_. 'Traffic Control Devices, per lote5t GLKG CAULKING L LENGTH - T TANGENT edition. 22. Three (3') foot minimum separation required between U GMP CORRUGATED METAL PIPE LAT LATERAL TB . TEST BORE n separation when waterline and storm sewer culverts or 6 - GONG GONGRETE LL LOWER LEVER `` TG TOP OF CURB r 9. All excavation for underground pipe installation must l pipe. I water line is insulated Use %' thick therma eel LP LOW POINT TD TOP OF DITCH tom l with OSHA Standards for the Construction lndustr C29 manufactured by N GO GLEAN -OUT PY Y Or e q ual a ro ve d b A 0 54 . W ;}�`} � CFI: Part 1926� , , �. ,. • . .: � ... ' . 3PP 4 +ee � a o c Inc. � y msu a ion in ' 5h s ma ma a GONN CONNECTION LS LOADING SPACE TELE TELEPHONE Insulation to extend .5" beyond centerline. of culvert in both GONT GONTINUOUS\CONTINUATION LGT LIGHT TOB TOP OF . BANK Q 10. No construction shall commence until the owner/develo er directions or 5' beyond ends of culvert when parallel. 0 GP CLAY PIPE; TP TEST PIT P rf PIT - has secured all necessar plot and Ian a royals, on- and GT COURT: MAX MAXIMUM TW TOP OF. WALL Y P P PP off -site easement approvals, construction permits and 23. All water and sewer appurtenances are to be located J N outside of roadside ditches. GTR -..; CENTER . , MEGH MECHANICAL ,, Z development authorizations from the. County, State and other, .;� x, MET METAL- UD UNDER DRAINQ authorities operating in the project area, and has°' posted 0 t; D DEPTH MEMB MEMBRANE UG UNDERGROUND all necessary q bonds for required im rovements. 24. Certification that 95� compaction i5 obtained shall be D,A DRAINAGE AREA M.H. MANHOLE OLE UGW UNDERGROUND WIRE P provided for all fill areas under water and sewer lines and ' DIB DEE D BOOK MI MILE` UL UPPER LEVEL 11. All im rovementS shall be coordinated aPPurt This certification shall be signed by a. L.LJ enanceS Kf , rofessio p nal Engineer. The certification shall state the ,. �:.. ' MIN � :.�. MINIMUM :. :. UP: ;. UTILITY POLE. � � ,, ..: :.,-W. with an associated on om site im rovement"s. . ,� 9 a . DIBL DOUBLE .. Y 9 9 P the, f '> .`,.. a exact area e certification is a tion o. DEFT, DEPARTMENT MISC MISCELLANEOUSry V XX c t ea that ter applies t r - No site im rovements shall commence r g D_I. DROP INLET MON MONUMENT V VELOCITY 12. P en 25. Valves on dead d lines. shall be nodded to provide- 0 DIIA DIAMETER MS MEDIAN STRIP ,:. VA VIRGINIA until Owner provided survey control has been established. P odeq vat e restraint for the valve during a future, extension Q Z - DIM DIMENSION MSL MEAN SEA LEVEL ;t VCP VIVIFIED GLAY PIPE P of the line. i A precons trot t ion conference DIP, DUGTILE IRON PIPE MTL METAL VDOT VA DEPT. OF TRANSPORTATION:.,, 13. O . r Shall be conducted prior to site improvements in order to D_M.H. DROP MANHOLE � �coordinate the project. DR DRIVE N NORTH W WEST ( 1 U. �, D LANE :..,. DTL DETAIL - NBL NORTH BOUN W/ WITH __ .... ,. 14. It shall be the Owner5 responsibility to ensure that DWG DRAWING N/F NOW OR FORMERLY W/O WITHOUT subsequent bldg siting and grading fully meets the Li j W DW DRIVEWAY NFA NET FLOOR AREA WBL WEST BOUND LANE W design intent of the approved VDO T road plans as well as the N.I.C. NOT IN GONTRAGT r'- W.L. WATER LINE'. g utility'and draina ce /ans subject t to design requirements of 9 P J 9,. q Z O. � E EAST No. NUMBER WM WATER METER other construction. EA EA N.T.S. NOT TO SCALE WS WATER SURFAGE x' E+SG : EROSION AND SEDIMENT CONTROL' WT WEIGHT EBL EAST BOUND LANE OC ON CENTER WV WATER VALVE' EG EDGE OF GUTTER PAN 1 1.OD °` OUTSIDE IAM DETER EJ EXPANSION JOINT Oh OVERHEAD YI YARD INLET ELEG ELECTRIC OHW OVERHEAD WIRE YR YEAR ELEV ELEVATION n EP EDGE OF PAVEMENT - P PERIMETER EQ EQUAL PG POINT OF CURVATURE " ES END SECTION PCG POINT OF GOMPOUND CURVE ESMT EASEMENT PG PAGE EW END WALL PGL POINT OF GRADE LINE EX EXISTING PI POINT OF INTERSECTION PL PROPERTY LINE i FAR FLOOR AREA RATIO PRELIM, PRELIMINARY FG FAGE OF CURB PROP " PROPOSED i FF ` FIRST FL06R PT POINT OF TANGENGY =_ + FG FINISHED GRADE P.V.C. POINT OF VERTICAL CURVE FH FIRE HYDRANT PVC POLYVINYL CHLORIDE - i LD rn 00 0 L,;' m u, s, U V J Q Job No.: 96-30 11 OP FRANK D. CF,RTIFIC F. NO. - �. 77 .9 w SI0 NA a. Date: 11.11.96 Revisions 77 ^ Scale AS NOTED; , y Sheet Title, GENERAL 'SITE NOTES n�4 Sheet No. 1 1 1 , x 1 " F. 1 vS T � l 1 wo 1 NORTH . I I ( I I I 1 \ \k \ \ D.B. 476, PG. 587 PLAT I 1 v v v �v y y y wAP g0 pg C RC CAMpe�C 3pq =i 30 0 30 60 90 Feet \ \ r F • : - " �. \ " � --- `-'- --- --- A File .Home: C:/89735/TOPO45 —770 5 .. r i - DI GRATE(3.�'X2,9 TOP=723.5 C'• \\ \ \ \ \ \ _ _ _ _- WATER TANK TAX MAP 76, PA EL 2A A.C.S.A. o�/\ \ \ \ \ \ \ \ \ _— i ! • , / / / / / / / / / / / / / / 1 / / / / l / .1 D.B. 1144, PG. 4 \ ZONING: EX. USE: TANK FARM ,�S- \ \ \ \ \\ \ \ ✓ / / / / / / / /' / / / / / ' . FUTURE WATER \ Q— +/ TAN K1.8 I Nv TAX MAP 60, PARCEL 4008 .,•/ / / " .!" / / / / / / / / / / / / j / � / / / / // j / / / / / / / � . — — --KE� 0. W90DAfFD \ \ p\ \ io / . o� D.B: 150 PG. • 46 D.B�075PG. 59 �T \ \ \ — — -- — — .-LOT 5C, UNIVERSITY HEIG TS o TOP=720.5. \ ' / �- \\ INV=714.8 IN) /ate / g \ _ 4.958 ACRES i�� / / / .: / / / / / / \ INV.,=713.0 OUT) \ \ / ZONJNG. R15 i / /'., EX. USE: WOODLANDS \ � RiM=7a7. 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P _ - `� �` _ ` G-_U`; Q L R ,9 - �1 _ _ c, - -R=�- ~ \ \ t Oo o- _ - - € \ 1�1 E# s R-5' �' Q /'' ��i FACE OF RB _ c, - /1 / ��p� / / / ASPH PbMT / / l l I / I l I / / I l / G %-' \e W - \ - _ � $ ` no s� °o� U �� NLESS l NOTED OTHER*317- - - - - >m / / + AFT 4C/9 / / 36� , W / / / / / / I / / / U W y < -i V) _ ---\�`\7 ��- \ W�p _ cp' -- - - _- / ---- - �� ASPH PVMT \ S 00'21' ' - \ 138 _ ---- ---� 0- .�- -,�6ft 7" W - - - o T- o L 24 FT�N 07'01'1g S 87'26 18 W / / �,> . o FT / / / / / / / \ I G y a - , Q ` - - / ` - \\ \\ -23 R 200 08I 2/64 ➢ ' I I 6g0\ \nZ����� W' \ �_ ���� / ��� O -5---- (p � \ \ ---- R-5,- -in Ic 06'39'39" F�� /�� is 19' R 2QA 0 // / / / / I // / / I J \ / I 1 � \ `p �� -o ' \ c g, _ \ - - \ \ - -- -11 - e 68 2 FT -� / / o / I Q 1 / I 1) I � \ I / Job No.+ 96-30 o I- / � N / I ►- I -� / \ rnZ \�\ \v (5)0 \ , c�_ ---------_- - ---- \ - CG- T E - �i 1 E1-EC - = '° -T'4 - \ / �o / o / / / �I/ � 6 // // // / / . / P / / / I � / / / � / off° / l Tx of _ V' /� \��-- / --• / ` \�\ \\ / ----_--- \ ,� ` -- �\ \� ,-, _ 4 8 \59�3 f- �- - f� /- 2 � .\ \/ / // / -\� \ / \< / / / l /l / 14 .� // I °'� / 1 / 4 .0 / / L p I IQQ / =��r ?�� � r V FRANK D. 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'. ,. • �t - -- -- — ----- --r- — -- --- -- - -- — - --- --- - — - - . — — , B l I 'NA GP�S -r u < U : • _ mu - EXISTI Nv I�/'\D✓ -\ r � , 1 V. V 1- .p� v li,. it � V. '� � t�� FFF V V` t�� .0 fr ` <. _... dr- .,.� / 601,T1 WIT / �10 G,qO Fr_ P NOT 5FI1i MAIL �• I 24,5-I21' 12o 0 / - � � � m • �- f �l�l a : St:Pl�tY��TIGN _ 1 � 11, : cow 0 If,'MIN. PROP b I �wVJ f�j I e, 2 •C� '� 1 s_ phi M L o __ w, t-. �445 Glo.l Co7G llvl - 40, GM : 1 �}� bt�f�ls-(. PI E + �1� 610 pt.G�t'T 3- TO I��1 P��� u�NG�T✓ Jn �� Gi%� --{�I�Z Ntli" �-NOVJN � `' - _ ��o G (D, �p �4-o SNT� C(n,Ia _ ... / (06 2,'L� `� COCD� FA i # �-1•,D �� ;— �t� �l� t9 ,n �•�' `�'�'q' �j � ��' .� u� � ?'�� lip p �`,�9 Q c� �^'t' ctl 11 0 tJ G St �l `� c� it 11 cSa '. 7 �3� tl tt �9 (�35 tt �5 GGo iS It L tt 5 n 11 U ILL \1 t, t1 u Z U 1� t? �G \1 tt tti tt It . t1 f ti� t1 _ tt tz p G ti C9 c�—z � 7- o _ 7 z Z Z �_ o 1� , l- 7- z j V? 7 7. S. Z Z�> Z %» Z Zz >> z 2 z Z 7 z Z 7 Z Z 7> �' �'�� �' > >> - - 7_ Z _ - Z --- - - - - _ - . 1' V �- �D DO I l OD j2 Dd �3 DO - j� DD I I DD �2 DD 101oD II DD I2 DO `0 GYJ 4. STORM. EWER , STORM P EWER l STORM . EWER ` SCALE:-,, OR: 1 "=50' ` : ; SCALE" . OR. 1 "=50` SCALE: OR: 1 "=50` " ERT.1"=5' ERT.1"=5' • i THE GOX 'GOMPANY Plamers • 614 Engheers Landscape Architects 220 Fast High Street Gharlottesyde Vlrghla 22902 • C804_)295 7131 Sheet No.! , : • 4 THE Cox COMPANY Plawoers • Ctyl/ Engineers Landscape Architects 220 East High. 5treet Charlottesv • Vlrghle oOano . /AnAl00A '71Q1 (D 4 Lr) Lf) _• Oil O N ' TW, I I 1 1 EMBEDMENT SPRING LINE OF PIPE NOTE, L OPEN CUTS IN PAVED AREAS SHALL BE BACKFILLED ENTIRELY WITH NO. 57 STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH 8HALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4• BEDDING OF NO. 68 STONE SHALL BE PROVIDED. • S. WHERE ROCK 19 ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6 • BEDDING OF NO. 68 STONE, SEWER PIPE INSTALLATION 11.0 1 Not to Scale BACKFILL IFTS) ROUGHLY COMPACTED HAND OR APPROVED HANICAL TAMPER NG e 6' max. e rein 'ION (SHALL BE WHEN SOIL CONDITIONS ABLE. (ALL PIPE)) PB•I NO PROJECTION OF PIPE ABOVE GROUND LINE . Top of Fill To of Fill Top of Fill Ground 1 Ground TcR D D �, Earth d ock or un- d d Earth d yielding soil Min. 1 Min 10D� fL_' _�_4"BL•ddng* ,.Min. ` loot / Bedding Mini D \� 10 Bedding 'X'Dnb,•ia, b ba Rlak•e. Material to 1M by of NM• of H,minB` .` Material 24" Max. x---� Material F.m 9.orin, x NORMAL EARTH FOUNDATION `x'Din,.ambe.,,dwWairbe to mb by of pp. • FOUNDATION SOFT, YIELDING, OR OTHER - + May De eliminated under engineer pipe ROCK FOUNDATION WISE UNSUITABLE MATERIAL where directed b Engineer. PIPE PROJECTING ABOVE, GROUND LINE Top of FiU Top of Fill Top of Fill _,-_ i x Min D 0 M n. m D ,n. D in. - d - Ground d = Ground d round Line round- Line - '� I Line Min. q D Earth\ �4"Bedding L1ee Min -LC �� ock or to 10 yielding soil Min I D . �orth 10 / Bedding • Material 1• r foot of H, }---s-� ddin Material 2 min8` 24` g I F�i90-SCAWGtpelatwnm Moteriol Max I-- x NORMAL EARTH FOUNDATION ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHER- . WISE UNSUITABLE MATERIAL Fi9s up to 301(Pipe projection above ground line) , Culverts less than d • 36` FLEXIBLE PIPE so- D 124" As shown on tables Culverts where d r 36"and over H • Height of cover measured from top of drainage structure to finished grade. x • D + 36` � Method "A` Pipe Bedding sholl be used as sl///�//e _ Bedding material in accordance with Section302 02 of the Rood and Bridge Specifications. follows unless otherwise noted on pans - IMI-Backfill Inoteriol in accordance with Section 302.02 of the Rood ond Bridge Specifications. RIGID PIPE Fills up to .30' (No projection of pipe above ®- Embankment - ground line.) Bedding reouirentfrds detailed under Method A, Projecting Condition, ore applicable to Method RI and 82 SPECIFICATION INSTALLATION OF PIPE CULVERTS AND STORM SEWERS REFERENCE 302 PIPE BEDDING - METHOD "A"(FILLS UPio3O') I 303 107.01 VIRGINIA DEPARTMENT OF TRANSPORTATION Sheet I of 4 ' 1 0, 0 CULVERT AND STORM SEWER INSTALLATION Not to Scale . 14 l y4`�_:21 74' MACHINC T ' �t� 1f 6-_ V4 -T -_ - -_ `A A ` DEWEY MODEL NO MN- RCR-e3 OR APPROVED EQUAL. 22` . i--D; I 1 Y2 R V • e' %4 - -- ------ - - ---- �I - S. 2 5.1 .,. , .. w r. .. : ,- - ' Y ... .. ,. , -, ,:. 1, I - , , , ,.. .. , . e ... ,,. , .: ,..,.:.., J. ,- .... ,.. ,. ... .. F _r r y ..: ... s -. .,, .':- ..,. :- .' - .. a „ d ,. _1. , l i ,. ,-. , - - _ r. T.. N-. - ,. > r p .. 1 • ; - ;�. ?i, '-� .. . � I .I. . I . . . I III .. . I . I Ij .. 1 . . I I . I, N 1 ET l ... :,, , "-, J' , - 'i.,�.- *''�:, �'...,., . ,,, I, f , l 'I' II ..I��I, '-�'�I, .. .. � ,,,., -,"�,-- ,-_,: ,I ;��, ,-I � , � .�., :, . 1" ,_.y.I - '-I,_,z . ' , � 4. .:.-,I:��,_,,�. • - - ' �'' ..il < . ' • 1 . -, " . 1, .. 3000 PSI CONC, BASE . 1 ` BENCH SLOPED TO FLOW CHANNEL 1/4 C Mi, - - ` . _ L \ ` 1 . • .. BRANCH / \ ' ..\ ` y--f / 1 \ . `` FLEXIBLE CONNECTION • J_ I • [ ; WITH • STAINLESS . :,...... . .6. - 2 STEEL': BAND' :1 •L - , OUTLET- FRAME B COVER . ( SEE FIG. S-1-D)' - . �_ ` STREET SURFACE 12` IN NON' / •:,;"_:: _ P&PED AREAS - .. •� :::.. Cn . ✓M " I'-O'nlax. 1':1 . 7hK `WEDG-LOX' TYPE 2'-0" RUBBER COATED STEEL > I STEPS OR APPROVED ;, 3'_0•aMin . , . EOUAL CAST IN PLACE. T PRECAST REINFORCED : i , PW ALL JOINTS, LIFT HOLES, mo< INLETS, OUTLETS TO BE CONCRETE SECTIONS ;; =- SEALED 8 GROUTED MLSDE `0` RING SEALS AND OUT. MINIMUM ELEVATION ' DIFFERENCE ACROSS M.H. ::� . FROM INLET TO OUTLET ,` SHALL BE 0.20 FEET. :''" :;i_ , 1-. ' CONCRETE •'' • VARIES FILLETS BRANCH 12' DEPTH OF FLOW CHANNEL TO BE I 3/4 DIAMETER OF _ _�� -_ ` CONTRIBUTING . SEWER a.. .; ..t„ ' - !"'.: - 1 A FILLETED INVERT FOR EE.• ;1 • A SMOOTH TRANSITION OF FLOW //NrLAr-"I M ,/r/s//l3r/r �R•1 • r p• •..0 `., BETWEEN INLET B OUTLET 6 STABLE UNDISTURBED G MIN, S' BEDDING ■/NO.68 STONE' PIPE SHALL eE 4OVIDED. SOIL: FOR UNSTABLE SOIL OR UNDERCUT CONDITIONS NOTE I . 1. BEDDING THK:KNES9 REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED ,BY THE CONSULTANT FOR THE SOIL - CONOITIONl. , , 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL r HAVE EXTENDED Ott NON -EXTENDED BASES. .\ 800. MANHOLE. SHOWING BRANCH TIE-IN Not to Scale I ' (SEE PETAI� q•0l M. C�a 20 �F bFOF MP�NHOI .,. Sntoo 1e ob.otion of will -Dowd of "Oil Visit I I I . I I a I {1 Store b .O.I b i'"m of •Awl tier SECTION A -A • IENT IN DROP INLETS Sow b did. b k.wi d •,eb1 slit. . .o. fk . o.r...r..... -.... ,.r-r.I ..,..,.....ea..°.L ,...e b w pwMM SId OOwrst d Hens. brekw orKk, been WncreN, / / •'a B . erobn tetltrolt .' Teo aw m Wool ee trot mWon tar ttb.. , ' �� I I N hero No'.enlr'0 N.b d Iti owM "we" "i rob,. AmoN d 1 Details of 11"m s .. I - 00- hw"100" an for e.0.IM4 of mot .dip. , Exh I A -hole ..00 e•ef s b be Whaoed .[di,•itswily t0 bW fit sib --• - rrhoJ" ." ow r41N mlwor"ae. •n0 no. 6. .. , _ _ - - 1. . PLAN r SECTION 8-8 . - METHOD' OF TREATMENT IN MANHOLES SPECIFICATION STANDARD METHOD OF� SHAPING'�. MANHOLE.81 INLET INVERTS REFERENCE 302 VIRGINIA DEPARTMENT ' TRANSPORTATION • 10608 , . a • - .. • . , , - :may M1. - H • I Sheet I of 5 _ .. `_-. _r' :. -. DI 3A hB 3C tower'; :,'R_" .. - . ' . ` . .? __... , .. _ f ,. ".... ,::.: . .. , . , • -- s .. a 1•t..n Da.sa�o•on..t2 LC IC it obcW b tN Mw o#OcmI i•Mt+eN I.•to . . , . - ... t • , . ... +. .. .: :.,:- „,: - . oho" tits" N er.bd Nllbfl•hL N M' - o TI M•i0 Y1/• to. f T d,_. t _. •,. Y .,. _. •: HALF PLAN VIEW . • . - •-+• 6r..ets.i 1illift , , • M ttlw.e A tar n� �. .. ':. , .... .. E.oer�iori - `:. teli.eton wlNe to►M Milt Jo.d .. .. r - , ,r-2't.c. +- %- N - E.r.lrs, Jre ♦ x B 2 Woll TMekrlf►ss m 1'4 .. _ �.� . - , '', , at.1.e.aaW1 ,;"i,.:. THE � GOX GOMPANr FPA .1 r "t .. r'r{t `.' ",': I '1 :1 f1'e Ic-2: _ L .• 2' d' p aw`c ,' ! - _ pt.r.... - . ,. r. , I r •+ , .' , :: e.. ► ' "� , r i.. / . �:' Pbpriners C►v�f EnDIF►Ger s , ; s r t, h;, a'. s,, . ,r II I I i i r r :. .: a ,;. `` ., ":.'. •y-.: _Y:, .j., : -, ,- .,, :: - - T. /trr - t .: I _ , .. ll- Id a _. ...,.. .. r:." f. I II i tr..N ar••.r N}t-t. ... .. �r f /�}�p tiN.SNsld.u-n tar lapolrmMHy d•171i1r tldas. } {r WrDs[ DEw1s •. - 220East H 5_-:;.t �;:. �p'' tree % Nals: TM cep it mvnwrr i to be soft - - _ ,' GI1�'lOL d:. 1. _ ; ,'. �-ill��,,I.� e•tt e.riy M 'b r.r•df ear. iIjr1 u n r r •r (_ hr . c.► A.r.•r ew. VYgiYO Sid Itff-I Front S o •r w•M iw l ly IS IS O M b �m , it -. s B � ,. ' 1\s uN of Rlirbr - or IN" es' dretow - ' \ B . e l i 11 ,•• / /; I C'm foal J.Y. t.na So- �Z . o - r •,�_ - ., ' r..•' , y-Ert�inoor. `J -,, . . , ' :-., :. , ewe eat JOM 6~ .. ., iw / `^'t cwr2 r e.n . • •G f, +., ,.. I 1 -.. - ■ iMl a str.n..f a 11.•r t:n. ►r .i.e. • (: ,A: .:• i,'. 1 >L .----_ _r.grel t:11r•, iw,rabM r+eWNlr •rrU , .i,T �2� /A"' i�Jr :/ - i'Ww �." - PLAN... If. /•0 --r� t .I . - .. . tiq'M•.p6 wI , rrw• :T - Itob lit Oft F 11 A oby M serltt.n rhO ttN sM ei•r.ion ie..1 ea1°`rMi•a CWs S M , - . -, .•. .,.., . _ ...•.,.. - T ., r111 or•fr entp b ere w ta.e •wd •.Il.r. ''i..' aw [' . Q : .. , t O• d b FIe1 tleb lop ei-M1°ibd m SId T _ _: ` :.,. ,. - �--.E r - 2,i. L -v«wr- w.. te' �t, i I - .�4 M c - i kp w clw, who" tore oppre,iti.e ro. eap•.•d � � i � ..-..---I SECTION B B .y • I .. Y E ' : � wean ohN+ rpheM•d y'111� Enpn•ir. �o. � , QI -1 II� B . c -* %SidST-I 4' 0' I 1 } t.w."�V_;.1L1i:_�:_-_- 0 a..r , • • .M+rn 1NWidfbd on pbe tr,e :••rt k b - .11 III , L f - -- ; L i.w �.. , .r - A bi thand in d°mrd, , .ail Slmdo,d - --- +. ,j '" A Floe IS I ' � i �-a- r . e- e B " 2' e. ° L. 14' est, qw .r * Ty.. A w N,dl .ew b. -.i b- O id Ct. - ,. ' I , r..• fur .ee 1i4 a ei-T &,.were.. ' �- n HALF SECTION A -A I FRONT ELEVATION' Tp.e-rNt,",b.tNf •O IWITM /RAMC AND COVER REMOVED)0J N- ,....•a - c°-2 a C64 /.r1erN, D• W'Mwh i �_L-' ''"8 x ebw.■r tw.e\ea to N I.-I.e D m - BRICK CONCRETE A /, 4".-66tw••e1riN.Vftw �.� - La a W. awn. "O ~I o1 h. *. Imo ►.A..r,.!I.12,04.1k ere..,. I 1 fur, .r. a Mz � m , , - of " 8ft iwG.tw. Vi l Of •M ~k...h�ll bf V.W .h. I.I.rM 1 S- - %n ..TABLE -, OF QUANTITIES * • o"e,"ni.r itb.n re l.'"'+,°" - 4 .. New.' itMe.e c•N.n•rMc'm "Wo ...c•.o.M : OW bhn1 shal.M.,a .e W,ct9 N.abrMKe,W t , * TM s1 t Ir..03 i, .. A -Me . N.N /. .-G . p..t..-�` .:. atifh-d r'r... TN ottbum dbotand •tee. w Kta.w,ce .nn ie Nte:a r•.• . b' .,..,, .1app.,° WtrA tx N1Ulteed n a. Witt !i0 f. a. {[rtrH,.t. .:t M 0.03 tot\.eawNl A w.Wh T • ': • • r. r• wire w. ,'- „ : .-. - - U..era D- Dlyb. ' I.re..n tie•Nhr.d u, w sir. . 'DEPTH BRICK . MANHOLE tot CiOt• s•bt M tt•acl•d b ob "0 ..t.ift00W..A •JTb i'i-t;i -1/ Q:I_- 7. rr ete,.r•Irw •M •t...b. Ira e,wn .N .,rf !w 2take trr •„sntni•s. SECTION A -A '' aa - - BRKK CONCRETE CONCRETE A beat thickoN of 9' .es u.•d Dh3A ' ' Oh3B DI-3CI'll.D..", FEET' THOUSANDS W. YDS, CU. YDS. N:aroqcenuNs 0.9mititt. r'- L'-t 1-- L =y �- L -, �I4. .E _ 4 o.s- o.7es 1.437 r5p Concrete -_ S , 0.7: 0.705 1.699 I 2 1FOOL' 961 .. e M id0.d �, I i 1- ••;=-----------------,- -� • _Jn 6 0.9 0.795 1. 2 incr , �� �� { a 111 7" 1.0 D.7e3 2.223 . loch od,Mkmal tool e1 Mqh. N i I N f i -� N e = i i - -.Tr 1. - Z., L t:' rD a i.2 o.7es 2.4es I I II �/ '•k-Difntg r••• 4'- ' 4 X WDII 9 - 1.4 0.7eS 2.747 1ssteN.,�. M Mftl, ,xrloib 1 l _l 1� .� !10 1.6 0.7es 3.009 F D I - SECTION B-B, I I 1.9 0.970 3.4S w iDvewd tpmato I l.k Mock. I ri: w: w qw.•w eN - •_V ; H Ofetis are ua•d tM lwbirl,•n rr r r tr.•r•12 2.2 0.970 3.91 7 1 ,tt.• .o.rtos r.1•. r •..r1 e r r rw +, r,rr 1.j- /hlUueWt M •a•v s b M S'. Othw etrw ,s., ud. tw r ., e.ws r eltt.• r .r..r1 3 2.S 0.970 4.179 The 'N'dr W. mo.n ae to rowww" ar Weoc:lfbi en a. oi-.dl bt •"1••r • - .. 1 e . r ,.rr,. a r ... ,r r - w - t�...r. OCTAL WHEN USED14 2.a 0.970 4.90I MiiM1-sat Nf 1f tale re 10 .•II w••e..nd 1 r ■. Mort of tot wratee.iN b r Net of aw...,% .n..'m try..l 1rt IL) . 11, . -n .w, .. •e-. r pon. ADJACENT TO CURB O: BRIGiC CONCRETE I s 3.1 0.970 ,.9 ,Merb/W Mb.n gw t.lcab. d.- bm&towo.•.aN..Jbreel �p e.wih°w o•NW eartntK1„•iawt.tsiwls WTNWT WTTEII VR 16 � 3.4 0.970 5.265 .1W1 N•.trw.w.e y 1r. ertlrKt. h... I.•le cerwe,aw.. ttnr. t.r1 . w. r .'_0• we..., ..t. N tr1 a w b ••.... h e.,... - :CONCRETE BLOCK 17 4.0• 1.173 6.032 -~"►- ufGGIE 0.45 - 0.Se2 Tl-* , .bwsrl..wl rile.. Shaet I of 2SPECIFICATION SPECIFICATION , 'MANHOLE FOR 12-48 PIPE CULVERTS REFERENCE STANDARD CURB DROP INLET kEFERENCE :VIRGINIA DEPARTMENT 302 / 12-30' PIPE MAXIMUM DEPTH (H)-8' ,aVIRGINIA D€PARTMENT10601 TRANSPORTATION• 104.09 TRANSPORTATION 302 7,Vs. MANHOLE FOR 12-48 PIPE CULVERTS CURB DIROP INLET/ 12=30" PIPE -• U � I6.3,0 ,1 Not tlo Scale Not to Scale .. W , .� 4A41oi I.rJtpp i6:! IOW. •'ee'd•'. r 4, wr1,•mW ►.es I NU STEEL v UST IRON S BAR SPACING CHART GRATE XIMUMDIMENSION Tr PE A B I Ii, 3' I 11 J E Q Z Z.' ` i O -. � l '' f /, i w "" V) � >1 - L , � ,. , . I , 'L - . _' , ,� lofL 1,i � :�- `� S D .`/ . < , - . . - . i: �@e O I � . U L : r', ., v., N W. ,, W r#. �.} !�, ,. z O 1 r, t` �" a l . , �� rc a i t. � "� ''' . � `v`/ U>_1111; � a r i �, .•j�ifa'' �t r V ) � i f 11 _ FRANK D. `1' L ' N A s �,: 11 CERTIFIC NO . 77 9 OP -- I , �' � °j . y', y , Dater _ ' `' I 11 11`:96 Revision, ` i , a� ( � . ✓�i�l.7 r� r• r.r I .. , fir .. �J• GDIe - AS NOTED , .1. . . . . . , Sheet Title, MANHOLE FRAME AND COVER MANHOLE ANO INLET INVERTS - CURB DROP( INLET/ 36-48" PIPE DROP INLET SITE oETal�s 9:0 �71.0 4.0 1.1. .16 Not to Scale . Not to Scale1. _ I Not to Scale . Not to Scale�.:� - - { : 1,20" 18' MIN. WALL SLEEVES W/ , ATERPROOF SEAL ' I ia TEST CONNECTION18' MIN. STRAINER METER I MIN a • 6' MIN. UYINC LENGTH (MIN) 18" MIN. 6" MIN... 3" STANDARD MATER�19.25' - 3' COMPOUND MEiER�24.25' s 72" MIN. 24' X 36' ALUMINUM ACCESS HATCH OVER METER AND TEST lAP STEPS SHALL BE RUBBER COATED TEST CONNECTION STEEL, WEDG-LOK AS MAN. BY DELTA-1-1 COUPLING PRODUCTS OR APP'D. EOUAL 2' GATE VALVE W/ 36' MIN. DRESSER 12• THREADED CONNECTIONS 54' MAX. -,� {{ METER �lll' 2- GALV. PIPE STRAINER 60' MIN. t 0 MIN. r -�15" MIN4 r- 6' MIN �- �� MAX. r I BLOCK BLOCK NOTES: 1. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PUCE VAULTS SHALL BE 4" MINIMUM WALL THICKNESS FOR VAULT CONSTRUCTED OF ►AASONARY BLOCK SHALL BE 8" 2. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROFING COMPOUND _ 3. PROVIDE A FLOOR DRAIN WITH A 2' DRAIN PIPE RUN TO DAYLIGHT OR INSTALL A SUMP PUMP. IN EITHER CASE THE FLOOR OF THE VAULT SHALL SLOPE TO THE DRAIN OR SUMP. TYPICAL METER VAULT (3" METER) NTS FIG. W-3A f3wo METER VAULT Not to Scale �POSEG GOLD=_ (see Olen) O0I-35 TOPtL•b' 40- D14 R-I R!SER(5) ELEV: 64'1AC PROPOSED GRADE (see plea) R•i FLAT SLAB, '12" DIL 5-1 D=SE-- . �2' Did 5-1 D� STEPS (5 T -1) AS NEEDED 18" CMP Rlsgj ELEV.643.1iD LLELDED WIRE TRA5+4 RdCJC �-STRAP(typr I 4'' ORIFICE I I i i I ELEV.64p.4L;# I INVERT. 64pbD I I 7FR�CP OUTFALL TO STRJCTURE SEE PROFILES ODI.3B TOP=L•b' ELEV: 653Sm STEPS (57-1) AS NEEDED I I DETENTION PIPE ! I - Z I I Z I s DSDx I I I /INVERT. 640.92 STOFRt" WATER 1"1>4NAC-,Et✓ENT DETENTION FIFE 03 E STRUCTURES 1 7m2STORMWATER MANAGEMENT DETENTION PIPE #3 Not to Scale , y Cn t LO. 3 nu.; TOP ELEV: 61585 - PROPOSED GRADE f free plan) PROPOSED GR.-uDE \ (yea plan) 4E' CIA R-I RISER'S) INVERT Fr ELEV. 64CSD ( 16' Far) ODI-1 TOP , ELEV: 617bD 5 STEPS (5T-1) d9 NEEDED 48" DI.1 R-I RISERS STEPS (5T•I) d5 NEEDED R•2 FLAT SLd,D R-2 FLAT SL45 8' CMP RISER 1;• Dld g-I BASE 11` Dld D-I DdSE � ELEV.bbb;D INV FROt`I DLD ('S' WELDED WIR-1 I I / ELEV. 66E= fE• I I DETENTION PIPE I I : /STRAP (tHDl I I - I I 2 I • DSOtL I I I i r I I; rl• ORIFICE I j '.. ELEv•6625d I INVERT. 662.10 I i. 1 1 INVERT. 66.^! 3O I IS' R^•P OUTFACE TO 5TFa1CT111E *2 SEE PROFILES TOR1"IUJ,aTER 1'1,4NAG-E1" i1ENT DETENTION FIFE 02 E STRUCTUr2E5 STORMWATER MANAGEMENT DETENTION PIPE #2 z - 7ml, Not to Scale - 2'a I -_-5 ■O FIRiE HYDRANT ASSEMBLY Not to Scale 17' . STORMWATER MANAGEMENT DETENTION PIPE #1 • Not to Scale l CONCRETE CRADLE Not to Scale O 1 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU. YD. (FEET) CU YD. BEND L H T L H T 90 z. 3pQ0pp 22. 0.24 4"a6" I'll 225/� ?.50 Z5S0. 2.00 23. g6OlpQ Z.51 B.I� 2.00 2.25 2.50 0•I5 so 8" 221/2 71.66 2.66 2.69 8?3 3.16 2.91 2.66 032 11 1/4 1.66 216 2.67 0.13 10" 8112" 90 Z +.e3 i�33 3.e3 z:se 3.+z 0.82 3.93 +.00 2.s3 0.52 I/z i:ea o: z+ I . s3 2.33 2,84 0.18 Of V J U 0 Q r;4; V Ur. w w . w �{{1 fi T } Q Job No =.2,0 FIRE SERVICE VAULT _ • 96-3 - 4 ■ O CONCRETE THRUST BLOCKS :. Not to Scale.: - Not to Scale OF, , G ( j '. - ' •; ,.. .•.>< :, ..... .-.:.r:'. ... ,. �.... ., � .l - ill •!. a DETAIL 1 DETAIL 2�u 4 ' , • ra DETAIL 3 •' 1',; LEG�I ..�: , `44 e A .l ' H Lf PLAN :. '' ,, •HALF PIAN''I: •,§ i T A: �c�x r►B *" i riACF PLAN 3 C'.' TYPE I TYPE A C " p �t lj r' t ri TYP A'• 1 1- TREATMENT f .r '`TREATMENT J E. TREATMENT o c' :+s :y r ,r , s b. t A L A ; r: A Q- .r jIf(',- 1 � c A • D w , r L: 1 'I I sr a v L i I 1 - f A HA H A LF A , PL N F ° � YPE B 7 " TYPE B "- '< t ,� a HALF PLAN , X. r B TREATMENT ... ` TYPE B t 1 TREATMENT B " - - -JN TREATMENT .o _ pilo- t, !. B • f --�:, r + M t�: I c ATV) c �,n„ t� . � I , r ^. - �`'�`�• It Civil, A 7 R.0 l Rd '" - , ...... SECTION A -A . _ BM CIO'h Fe asts&d'ahq A -A SECTION A D iepnsenet spotT�jor loos cui.e,f ntionojibnt 1 N n bnometa ipi reu,d DipW.ris1 fa pfpe ac'nmd Dds 6. gat NOfiES libInstbtt Irani D'rAen. On b n. ea e d. • cheni,N - r .1dMNO. • - - - :I On ens Saenevr Roeee'mVnenenYqe ne *ndwdl tt tnendan 6 sot0-ea Dn Nane.tmu seises is to be oueisohe..rn . ' - .D --•• 7jp. i 'plans : •-- W'-' • D -•t �0 , A or ireownenl se bo as spoali M ton the . '\'' /�'? -� DD• - �,y. .type B DYre Ioc 6 bftru uoni inetl-Ee grafetlin occe,doore .fn srncr. .. 4,6 09 ..wept rot the borban betas 1Ae Ica 6'mor be cbo#ed Cnr the rraleim) {� Rro Rap Frher, Oolh 9edd+p to De e•lonW.Ai& all eas'u• cOntrd"stele m cc' ,,jehce •Rrp Aap• HALF PLAN I HALF PLAN FVter_Cbm " - ,; TYPE A TYPE 8 Beder.g SECTION B-B . " • Use Tyycd Saclion ]hown on •D1ons DI n01To1 We tlDp t, 6011 Wn ridih, Dntj death' ' of channel, d nth -De nalur0l g,ound. SPECIFICATION REFERENCE STONE FOR EROSION. CONTROL 205 303 25e VIRGNIA DEPARTMENT at 418 .; TRANSPORTATION '' NOTE f BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALLBE SPECIFICALLY DETERMINED'. '•�I, �, '_ 2 EY THE CONSULTANT IOR •. f. • THE SOIL . CONDITIONS. PIPE DIAMETER PLUS 8" i" NOTEt 1•• .•,r•e. '.•, THE CONSULTANT WILL "WEDG LOK• TYPE RUBBER COATED - ` DETERMINE WHETHER •'CAST STEEL STEPS' OR, APPROVE AL D EQUAL IN MANHOLES SHALL HAVE PLACE.; , , EkTENDED' OR NON - ' FALL' [XTENDED 4 BASES. JOINTS, LIFT HOLES, INLETS, OUTLETS TO, BE SEALED & GROUTED INSIDE' B..OUT. FRAME S'COVER STREET SEE FIG. S-1-D SURFACE 12•IN NON PAVED PRECAST REINFORCED CONCRETE AREAS t,if, rr -; tF •' SECTIONS r/0' RING ISEAIS. i'- Cil rnox rr 2-0- BRICK DAM 3'-0'min. 1/2 PIPE DIA. • � : THE DROP CONNECTION SHALL BE ! t ' 12-min ONE OF THE FOLLOWING 't 16•max , a. DUCTILE IRON PIPE (CLASS 30) It. Ovc. PIPE BACKFILLED IN 9e :i LAYERS B COMPACTED -BY HAND TAMPERS. VARIES�12 men • i 3/4, DIA OF MINIMUM ELEVATION DIFFERENCE LARGEST ACROSS M.H. FROM INLET TO OUTLET PIPE IN ----r SHALL BE 0.26 FEET MANHOLE :--•- A FILLETED INVERT FOR A SMOOTH ' • �'» '''' s ,•r • • ' TRANSITION OF FLOW BETWEEN le ;..y • : ;• 'A '' ': ; i INLET B OUTLET PIPE SHALL BE , t 1 �• 5" sxw 0, 4 O. S PROVIDED. , STABLE UNDISTURBED MIN. 6" BEDOIN0 wi/N0.6B. STONE FOR SOIL. UNSTABLE SOIL OR UNDERCUT CONDITIONS. 9 TYPICAL MANHOLE W/ DROP, CONNECTION 0 i . Not to Scale I l cA- 2A o• e a a d • "fl t OTT e e 44 t oat t 10 21-A GRAVEL 0 I = I . -I III--�11111f_ •-IIII-11111=_=1.11�1 CO►.�PAGT�D SUP�C�Ac� IIII =IIII( -- I���R III CBIZs 10 ■ 8 O ASPHALT PAVING Not to Scale n 7 tL c 01z GoATI W69 211 "HAL-T PAVING (�M•2) • ,rt1 P�A� covR� (21-A� 60MPAC(V 61,`1�6,9 iPE '7`-0 -BASKETBALL COURT PAVING AND EDGING Not to Scale FINIEH WIDTH Wi Vo - Ebr✓F, fl,AN FIN1511 &FA.n,� A.• C D.. CON 3600 1= ` • : r': — !"�I A = ult rz n ul_ I— �1JTi�Al1•iMEN e ;... °e .. .. e• .°.D.�e i . ..oa =1 T °prod 00 goo ; ° Ai" vwsv>:L I .Illlll 1�V i`l l f III= I(IV ullUl ul I I 66MP,V,'TEl7 SU��At�E , lull CONCRETE SIDEWALK6�,0- Not to Scale 3/8- RADIUS I I/2- • 1 /2- j'3 REBAR IN.EACH STEP NOSING I" )- STEP NOSING DETAIL l •-r 1 t 13 REBARS E.W. N d I n o 1 J 2'-0' CHEEKWALL DETAIL o_ 2 BLACK IRON PIPE, TYP, PRIME k PAINT TO MATCH EXIST, SET IN HYDRAULIC CEMENT I 1', 7•', TYP., \ —5' RADIUS. TYP. 0 EXPANSION JOINT BRUSH FINISHED CONC. — — — G �.�q I • SLOPED TO DRAIN tY g1DF. CHEEK WALL �•► g2� i' ' \ \ S 12' /3 REBARS 12 O.C. E.W. I CHAMFER EDGES 1/2% TYP. 'd � S• •N CRASHED STONE�- • •p -i—III =11=.1�r- e� ���II!IIJII�II- COMPACTED SUBGRADE g3 REBARS 12" O.C. E.W. DOWEL /3 REBARS 12. O.C.1J INTO CHEEKWALL 4 CONCRETE FOOTER 4■ 1 HANDICAP STRIPING AND SIGNAGE Not to Scale t TYPE B TYP. (2) TYPE A 12t — 1 _ RESTRICTED RESTRICTED PARKING PARKING d� li I 1 .O /IDlC: IZIPotw.^> BETWEEN VA N ARQOW onwr, y ToLl r: vowr SIGNS ONLY bolter,; ro RIC4IT F.I 4 x 4• rREAT> D WCOP PaST, TvP .III�IIII • • < I : ' "IIII=1 II=IIII �1111= =llll =1l I p 3 IIII:- lilt e . cs� voTIN6TE A r o' 4 WASHED a r�r%L IIII III 11=llll�llll_IIII� —lilt =IIII=-1SD�MP t' I fl� CL-12 J ' Toper curb ll down to 0 d, this ant a' applicable. continue at ILA hepwl�l .•-_where """"_ '__'_'_'_' Vor. width Sidewalk r S-deolk S actp 1 JE•, _ TYPICAL ALTERNATE RADIAL PLAN RADIAL PLAN FOR USE AT APPLICABLE STREET For Corrmaciol Emmce CONNECTIONS AND COMMERCIAL (HeagTrudsTril Anticipated) A ENTRANCES. we Stadord CG-13 sheet 203.10 I Min ,1.1 B Vor. idlh P ' \ S'drrOlk- B side SDoce E•• � oa :o eo� �l o —i- cc�`c c�cco o L0000 � A TANGENT ��o:o 000 0 0 PLAN Slagle 12:1 Morimum E' o' ISOMETRIC 6 7•' he,, St'd. CG-3 CG-7 its used. VIEW L— Sidewolk Art. •-e" is the mini ' E •, (.on or .ilhod b A,,, strip) rouiremen; to achieve o 12:1 slope NOTES Cwb romp to be class A-3 Concrete with exposed ogTepde finish. Rorn sholl nd ..teed o moximum Nape of 12:1. E.S3s sear. - •,'•- ^ Curb romps pWit, be located as shown on the plans or as direcled by I the Engineer, The me to be provided d intersections wherever m,, acceswithin the ighl-d-way d a highway facility ermses o curb regmditss of whether sidewalk is existing. proposed 0, nonexislert- SECTION !4—A they may be dlsei from pedes+rion cr—olks as srown on plans m asThis item moy be dreced by the Engineer, but shordd not be Imated behind vehicle stop lines. precos', or cos{'in ploce. E.st;N Ii9H poles, G,e hydrorts, drop inktt, etc. will also oflM p1memers. Curb lamas will be measured and Dad eon d the cmtrod unit prices for E.posed ogg•egdt sidewalk, compielt-in-plod. Slope 12:1 uoriimum, Curb/curb and queer stop. transitions odjocert to curb romps me included in poymtat fm cmb/cvD and 9A.r. %.. when used in conjunction with slontlord CG-3 m CG-7, the curb face on • • - atcurb - -. this Slondord is to be adjusted to match the moureoble cb co,rpu•otIm, V Treatment where width d side.o6 m side.oik some is less than 7'-4•• SECTION B—B ' ®AccessiDk route is Oef neat as o co,llinuoua unobstructed, stable, firm and Limits d Exused rode si tlewdk D o99, slip resisloN km path cm+ne`Clinq oll accessible eerts d o facility Mat can be opp,00ched. entered no used by persons with mobility impa,mersa. CURB RAMP^ (PERSONS WITH MOBILITY IMPAIRMENTS) 502 20J.09 VIRCINA DEPARTMEhfI Or TRANSPORTATION 504 3. 0 CURB RAMP ■ Not to Scale I I .'•.. . A. �• , :•', e e .: •� : e_"'_' The bottom of the curb and 1 putter may be constructed . parallel to the slope of sub - II, —6 ( surface courses provided a 2'-0• minimum depth of 7" is This area maybe concret maintained. of the option of tha contractor This curb is to be used when design speed Is 40 MPH or less on Rural highways and 45 MPH or Note: Comb. curb B gutter havirq o rodii less in developed urban St suburban of 300'or less (along face of orb) shall areas, be paid for as radial combination curb B gutter. This Rem may be precast or cost in place. Corl to be Class A3 H cast in place, 4000 PSI If precast. CI I ION -' REFERENCE COMBINATION 6lt CURB & GUTTER 105 VIRGINIA DEPARTMENT 502 TRANSPORTATION 20L03 2 ■ 06" CURB AND GUTTER Not to Scale CG-2 �4 2•R . a Concrete to be Class A3 If cost in ploce,4000PSI if a.'. •.:,;e. precast. n _ Surface Base .e..•...D,••-.: This i.m moy De pncost or cost in pioce- Subbase r41 6r 2' Reoius This curb is to be used when design speed is 40 MPH or feu on Rural highways and Note: Curb having a radon of 300 fL or less • •' surloa 45 MPH or less in developed urban and (along face of c rb)will be paid for as rodial oa . r,.•...;.,;:• •. suburban oleos. curb. The depth of curb Troy be reduced as much as 3" .- ?:� - :_• :: aO'• (15"depth)or increased as much as 3"'(21"depth) in order that the bottom of cub will coincide subbase with the top of o course of the pavement substructure.Orfnerwise the death is to be 16' as t2' showtl.No adjustment in the price bid is to be ACCEPTABLE ALTERNATE mode for o decrease or on increase if depth. IF CURB IS EXTRUDED SPECIFICATION REFERENCE STANDARD 6" CURB 105 VIRGINIA DEPARTMENT 502 o/ TRANSPORTATION 201.01 0 STANDARD 6" CURB 1. Not to Scale THE GOX COMPANY �I Pla'/IC!'b Gvd` f Landscape ArchJtecta - l I 220 fast HVh Street C49 rfottefi,V* • fth'e = 229IO2.• C804.)245 7131 t I i Q! t i z O ! ,31 t- U_ rN e� }# 4 W~ I V) J t J Q Q :A z Z e+ t r -k Lij fry A` r n ..` kit • 1 r x - _0 Cy Wet WW I •� U' m SGDIe AS NOTED C,km. THE I-t \ \\ \ \ \ 1 \ v )J \ \ -,\,� 1 1 1 I \\ I- \ \ \ � \ ��L\ \ , \ \ \ \ \\\ __1_11 ) ,w ✓ \ xGo , a a a THE GOX COMPANY �j I c�1, �bl I I I 1 \ \ I \ \\ \ 1 \ • \� 1 / I\ 1 1 1 \ \ � / \ P1arr> era • CIvP Ytec tra LendscJava ArcNtecta I I I U'. I (� I I I I I 1 \\ I I\ 1\I \ \ ^;_�� \ \\ \ ' I 7 I I I \- 1 I I I \ I \ I \ \ \ \ \ \\ \ \ \ \ I / I I / � 1 _} \ \ \\ \ \ �` \ \ \ / j I r I- \� / ( / 220 Feat H�•5treet Gher-b t tea vAle ftWe 229b2 • CW4.)293 7131 I I -,- - , / I ) I I I \ 1\ 1 I \ I I 11 \� )- _`\_ \ '��\ \ \ \ 0.20 in_'> i i \\ \\ ii \� 1 \ `\--`_\-_\�� `\. ' AC I ite 0.22 AC ff \ \ \ \ \ \ Off- I Io I I ' ; I \\ \ � �� \, 1 \\ \ \\ \ \\ -- rl_�- _��`-: _ _ I Off -Sate \ \ \ \\ _ \,\ , \ \ \\ - / \ \\\\ \\ \\\ \\ , \ \\\ I \ mac,; \ \\ 11 0/1 `�_+ _- fTtF-3� <<Olgllrg%0Z"l� \I- �_ ,\ \ `\ \\`% `•\ \ \\\ \\\ '\ �'I(I1l0 \\ \\\ -- _--__770-'-- ter• J` ?�%,/ i-Y<- '/ // / ` ` \ / \ _- a ` 10) 1 _ -_-- -- �'/\C' ,�- "I '\ \ \\\\`\`\ \\\�\` \\ - __ - _____On _S�t _ , \ \ , -_ DI GRATE(33. - '9" '. \ \ \ \ \ \ \ \ \ \ \ L --_-___V_----__ --- �,- / - /�,.� ___I - " - / / / / / � 0, 11 ACC / - / f �-�.,, / �- _ Q TOP=72.3.�/ \ �\ \ \ \ \ \ \ \ \ \ \ \ �� -- �� __ - -- - - JV=72.0.8 \ \\ \ \ \ \ \ \ \ - \ - �/ l`\ \\fir\\ \\ \ \ \ \�`� - -- ___ _- - / /' / / / - _ - - 6 - - - �- ' / / '��Of/-Ste/ �( >' / / ' /' / 7` `/' // ' / / `� -_____ _�__ _ ' i \ \ •\ \ \ \ \ \ \ \ \ _-------- \i \ _ -- _- // On=Side ,/ //" /' / `1•� c / , / - \. \ \ , , \ \ \ - - / - -___ ---- rT \) WATER / \ \ \ \ \ \ ,, \ \ \ \ \ _ - r- Td1NK \ \ \ \ \ % \ \ \ \ \ � \ \ \ \ � - - - _ - - - _ -- - - - _ _ _ -' 150' / /' / ' / / / ' / ' 11 - ' - '/ / / /11 ' / ',_ ' 11 ' / / / / /� ' '' / / / J 11 11 _ y\ I O O / TAX MAP 76, Ph•, EL 2A \ \ \\ \ \ \ \ \ \�- - -- _- __ - \ , /1.C.S� o� \\ , \\\ \\ \ \ - 1 - ,_- \ \ \ ` \ \ ` \ \` �'� _�- D.B. 1144, PG. 4 f al+ \ o_ _ \\ \-------- SEE SHT'- _--- - /-� // // // �/ /� __,- ,/ ,�- ,, // ,/ // ,- (� j`� [- { +- ,/� C / / C7. 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(• D.B. 860, PG. 568 TOP= 647.10 /C / �j \ ��' \/ - \ / - \-- - Y / _ / � 1,• / GS 1-1 II4V.=655.0 r 1^/ / 54.13 INV. =643.4 114 d'' rQ IIJV.=642.9 OUT S��/ � Sheet No. C7.00 \ \ /, 5 f 1-1 - SH T. 13 OF 21 w STORM ROUTING - 2 Year Post Development Condition (pipe 9.11 A*}}}}AAA*}AA**}A#*}AA♦##iAA##}#AA}}#i***}AAA}A}}fR}}A}A**}}AA•*#}*}1iAAA#AA•/ • ROUT VERSION 5.4 +* PROJECT: Pipe /1 - 2 Year Storm ++ DATE: 5/5/1998► #*i•!A*#A*#AA*#�}AA*#}#A}}}AAA#A#####A*Af*#}Af*#A*AAA#f#*###AfA}AAA}##}#Af Af 1A (Types: 1:Weir; 2:Pipe; 3:Riser) Structure 1 1: Type ]: Riser Weir: 2: Elevation (ft) 0.00 3: Length (ft) 0.00 4: Coefficient 0.00 L Riser: 5: Elevation (ft) 104.70 6: Diameter (in) 18.00 7: orifice Elevation (ft) 100.00 8: Orifice Diameter (in) 4.00 9: Orifice Elevation (ft) 0.00 10: Orifice Diameter (in) 0.00 -11, Orifice Elevation (ft) 0.00 12: orifice Diameter (in) 0.00 Pipe: 19: Invert Elevation (ft) 100.00 14: Diameter (in) 15.00 15: Orifice Diameter (in) 15.00 16: Length (ft) 100.00 17: Manning's n 0.013 18: Slope (ft/ft) 0.050 19: Entrance Loss Coefficient 0.5 a Surface: 20: Initial Elevation (ft) 100.00 Storage Pipe Characteristics: Downstream Invert Elevation (ft): 100.20 Downstream Manhole Area (sq ft): 20.00 Upstream Invert Elevation (ft): 100.70 Upstream Manhole Area (sq ft): 48.00 Pipe Diameter (in): 60.00 Length (ft): 150.00 Control: RW - Riser acting as a weir RO - Riser acting as an orifice PI - Horizontal pipe in inlet control Y PO - Horizontal pipe in outlet control Time Inflow Riser Total Elev Storage (min) (cfs) (cfs) (cfs) (ft) (cu ft) --------------- 0.0 0.00 0.0 0.00 100.00 0.00 1.0 1.08 0.2 0.24 100.51 24.96 2.0 2.16 0.3 0.32 100.78 102.64 3.0 3.24 0.4 0.39 101.07 246.91 4.0 4.32 0.5 0.47 101.40 449.59 5.0 5.40 0.6 0.55 101.78 711.41 6.0 4.75 0.6 0.62 102.14 981.07 7.0 4.11 0.7 0.68 102.42 1,203.08 8.0 3.46 0.7 0.72 102.64 1,386.90 9.0 2.81 0.8 0.75 102.82 1,531.78 10.0 2.17 0.8 0.77 102.95 1,637.14 11.0 1.52 0.8 0.79 103.03 1,702.51 ' 12.0 0.87 0.8 0.79 103.06 1,727.63 11.0 0.23 0.8 0.79 103.04 1,712.83 STO M ROUTING - 2 Year Post Development Condition (pipe a2) • ► A f A A * . • 1 1 A • * A \ • • • • • A • • • • • • \ • ► A •AAA • • •AAA • \ A • 1 ► • 1 • • / A 1 A * • A \ ! • A 1 A A A • \ ► ! ! • • • • • . + ROUT VERSION 5.4 +• PROJECT: PIPE /2, 2yr STORM ++ DATE: 11/7/1996+ A/} f A A f f f I A f 1 A•• 1 A f 1 1 f} A A A f f f••• 1}• I A 1• f A I f•• f A }IAA } A A A A A A f f 1 1• I I A A A f A 1 f A• A*• (Types: 1:We1r; 2:Plpe; 3:Riser) Structure -1 1: Type 3: Riser Weir: 2: Elevation (ft) 0.00 3: Length (ft) 0.00 4: Coefficient 0.00 Riser: 5: Elevation (ft) 103.50 6: Diameter (in) 18.00 7: Orifice Elevation (ft) 100.00 8! orifice Diameter (in) 4.00 9: Orifice Elevation (ft) 0.00 10: orifice Diameter (in) 0.00 11: orifice Elevation (ft) 0.00 12: Orifice Diameter (in) 0.00 Pipe: 13: Invert Elevation (ft) 100.20 14: Diameter (in) 15.00 IS: Orifice Diameter (in) 15.00 16: Length (ft) 100.00 17: Manning's n 0.013 Is: Slope (ft/ft) 0.050 19: Entrance Loss Coefficient 0.5 Surface: 20: Initial Elevation (ft) 100.20 Storage Pipe Characteristics: Downstream Invert Elevation (ft): 100.20 Downstream Manhole Area (sq ft): 20.00 Upstream Invert Elevation (ft): 100.50 Upstream Manhole Area (sq ft): 24.00 Pipe Diameter (in): 48.00 Length (ft): 60.00 Control: RW - Riser acting as a weir RO - Riser acting as an orifice PI - Horizontal pipe in inlet control PO - Horizontal pipe in outlet control Time Inflow Riser Total Elev Storage (min) (cfs) (cfs) (cfs)(ft) (cu ft --- - 0.0 0.00 0.0 0.00 100.20 0.00 1.0 0.35 0.2 PI 0.16 100.37 5.86 2.0 0.70 0.3 0.25 100.56 24.08 3.0 1.05 0.3 0.31 100.77 60.37 4.0 1.40 0.4 0.38 101.02 113.32 5.0 1.74 0.5 0.45 101.32 182.85 6.0 1.54 0.5 0.51 101.59 252.47 7.0 1.33 0.6 0.55 101.78 304.74 8.0 1.12 0.6 0.58 101.92 343.43 9.0 0.91 0.6 0.60 102.01 368.70 10.0 0.70 0.6 0.61 102.05 380.79 11.0 0.49 0.6 0.61 102.05 380.02 12.0 0.28 0.6 0.60 102.00 366.12 13.0 0.07 0.6 0.58 101.91 339.54 STORM ROUTING - 2 Year Post Development Condition (Dipe #3) + ROUT VERSION 5.4 ++ PROJECT: PIPE 13, 2yr STORM ++ DATE: 11/7/199G+ A} A• A A/ }1 A A•( A A A A A•• A A• A I}► A A I A A A f f A A• A I f A A} A A I\• f 1 •AAA *•► A}• A I A A A• A 1 1/} f f A\ 1 1 (Types: 1:Weir; 2:Pipe; 3:Rlser) Structure 1 1: Type 3: Riser Weir: 2: Elevation (ft) 0.00 3: Length (ft) 0.00 4: Coefficient 0.00 Riser: 5: Elevation (ft) 103.30 6: Diameter (in) 18.00 7: Orifice Elevation (ft) 100.00 8: Orifice Diameter (in) 4.00 9: orifice Elevation (ft) 0.00 10: Orifice Diameter (in) 0.00 II: Orifice Elevation (ft) 0.00 12: Orifice Diameter (in) 0.00 Pipe: 13: Invert Elevation (ft) 100.00 14: Diameter (in) 15.00 15: Orifice Diameter (in) 15.00 16: Length (ft) 100.00 17: Manning's n 0.013 Is: Slope (ft/ft) 0.050 19: Entrance Loss Coefficient 0.5 Surface: 20: Initial Elevation (ft) 100.00 Storage Pipe Characteristics: Downstream Invert Elevation (ft): 100.20 Downstream Manhole Area (aq ft): 20.00 Upstream Invert Elevation (ft): 100.50 Upstream Manhole Area (eq ft): 24.00 Pipe Diameter (in): 48.00 Length (ft): 60.00 Control: RW - Riser acting as a weir RO - Riser acting as an orifice PI - Horizontal pipe in inlet control PO - Horizontal pipe in outlet control Time Inflow Riser Total Elev Storage (min) (cis) (cfs) (cfs) (ft) (cu ft) ------- ---------------------------------------------- 0.0 0.00 0.0 0.00 100.06 0.00 1.0 0.34 0.2 0.16 100.35 4.74 2.0 0.67 0.2 0.25 100.54 21.63 3.0 1.01 0.3 0.31 100.75 56.24 ' 4.0 1.34 0.4 0.37 100.99 106.70 5.0 1.68 0.4 0.44 101.20 173.01 6.0 1.47 0.5 0.50 101.54 239.35 7.0 1.27 0.5 0.54 101.72 288.71 8.0 1.07 0.6 0.57 101.05 325.08 9.0 0.87 0.6 0.58 101.94 348.62 10.0 O.G7 0.6 0.59 101.90 359.60 11.0 0.47 0.6 0.59_ 101.07 358.28 12.0 0.27 0.6 0.58 101.92 344.24 13.0 6.07 0.6 0.56 101.03 317.93 STORM R TING - 110 Ye ' Post Development Condition (pipe #-11 f ff AfA###f#AA#AAf AAf Aff Ar►fff•#A}AAf A#AAff##A#AAA♦fiAfAAAA#AA#AA�Af+#AAffff#}�1f + ROUT VERSION 5.4 ++ PROJECT: Pipe 11 - 10 Year Storm ++.DATE., 5/5/1998+ (Types: 1:We1r; 2:Pipe; 3:Riser) Structure 1 1: Type 3: Riser Weir: 2: Elevation (ft) 0.00 3: Length (ft) 0.00 4: Coefficient 0.00. Riser: 5: Elevation (ft) 104.70 6: Diameter (in) 18.00 7: Orifice Elevation (ft) 100.00 8: orifice Diameter (in) 4.00 9: Orifice Elevation (ft) 0.00 10: Orifice Diameter (in) 0.00 11: orifice Elevation (ft) 0.00 12: orifice Diameter (in) 0.00 , Pipe: 13: Invert Elevation (ft) 100.00 14: Diameter (in) 15.00 15: Orifice Diameter (in) 15.00 16: Length (ft) 100.00 17: Manning's n 0.013 IS: Slope (ft/ft) 0.050 19: Entrance Loss Coefficient 0.5 Surface: 20: Initial Elevation (ft) 100.00 Storage Pipe Characteristics: Downstream Invert Elevation (ft): 100.20 Downstream Manhole Area (sq ft): 20.00 Upstream Invert Elevation (ft): 100.70 Upstream Manhole Area (sq ft): 48.00 Pipe Diameter (in): 60.00 Length (ft): 150.00 Control: RW - Riser acting as a weir RO - Riser act:ing as an orifice PI - Horizontal pipe in inlet control PO - Horizontal pipe in outlet control ' Time Inflow Riser Total Elev Storage (min) (cfs) (cfs) (cfs) (ft) (cu ft)----------------------------------------------------- 1 Skyline Court on Lewis Mountain Albemarle County, Virginia STORMWATER MANAGEMENT CALCULATIONS PEAK FLOWS PredeveloDment Condition (on site) Area Number C Area (ac) CA 1 0.300 4.960 1.488 Weighted Totals: 0.300 4.960 1.488 Time of concentration- 5 min Period Intensity Peak Flow (years) (in/hr) (cfs) 2 5.40 8.04 5 6.35 9.45 10 7.10 10.56 25 8.00 11.90 50 8.90 13.24 100 9.60 14.28 0.0 0.00 0.0 0.00 100.00 0.00.�,,,r�y,. 1.0 1.42 0.3 0.25 100.56 33.80 2.0 2.84 0.3 0.34 100.87 142.71 PEAK FL 3.0 4.26 5.68 0.4 0.5 0.43 101.22 335.94 Post ►fi 4.0 0.52 101.63 607.13 e 5.0 7.10 0.6 0.62 102.10 956.96 6.0 6.25 0.7 0.70 102.55 1,312.40 7.0 5.40 0.8 0.77 102.93 1,618.64 8.0 4.55 0.8 0.82 103.24 1,874.85 9.0 3.70 0.9 0.87 103.49 2,071.64 10.0 2.85 0.9 0.90 103.67 2,215.29 11.0 2.00 0.9 0.91 103.79 2,306.43 r 12.0 1.15 0.9 0.92 103.84 2,349.41 dT.. 13.0 0.30 0.9, 0.92 103.83 2,337.92 STORM ROUTING - 10 Year Post Development Condition (pipe #2) s f f A! A A A A A A A A} A f• A• A f }AAAA *AAAA ►AAA !! } A A A A A • A }AAAA ! A 1 A A• A• f• A A}• •IAA } A• f A 1 f} f• 1 • ROUT VERSION 5.4 ++ PROJECT: PIPE 12, 10yr STORM •+ DATE: 11/7/199G+ f Af Af••AAA}AfA►IAAfAA•A}AAAffAAfAA Af AAAAAAA11f}A•IfAAAA}}AA}AAIA•AAAAAAIA•AAAf (Types: 1:Weir; 2:Pipe; 3:Riser) Structure 1 1 1: Type 3:'Riser Weir: 2: Elevation (ft) 0.00 3: Length (ft) 0.00 4: Coefficient '0.00 Riser: 5: Elevation (ft) 103.50 6: Diameter (in) 18.00 7: Orifice Elevation (ft) 100.00 8: Orifice Diameter (in) 4.00 9: Orifice Elevation (ft) 0.00 10: Orifice Diameter (in) 0.00 II: Orifice Elevation (ft) 0.00 12: Orifice Diameter (in) 0.00 Pipe: 13: Invert Elevation (ft) 100.20 14: Diameter (in) 15.00 15: Orifice Diameter (In) 15.00 16: Length (ft) 100.00 17: Manning's n 0.013 18: Slope (ft/ft) 0.050 19: Entrance Loss Coefficient 0.5 Surface: 20: Initial Elevation (ft) 100.20 aw Storage Pipe Characteristics: Downstream Invert Elevation (ft): 100.20 Downstream Manhole Area (sq ft): 20.00 Upstream Invert Elevation (ft): 100.50 Upstream Manhole Area (sq ft): 1 24.00 Pipe Diameter (In): 48.00 Length (ft): 60.00 Control: RW - Riser acting as a weir RO - Riser acting as an orifice PI - Horizontal pipe In inlet control Po - Horizontal pipe in outlet control Time Inflow Riser Total Elev Storage (min) ----------------------------------------------------- (cfs) (cfs) (cfs) (ft) (cu ft) 0.0 0.00 0.0 0.00 100.20 0.00 1.0 0.4G 0.2 0.20 100.40 7.05 2.0 0.92 0.3 0.27 100.62 34.64 3.0 1.38 0.3 0.35 100.90 85.81 4.0 1.83 0.4 0.43 101.22 159.31 5.0 2.29 0.5 0.51 101.60 255.10 6.0 2.02 0.6 0.59 101.94 349.49 7.0 1.74 O.G 0.64 102.21 425.84 8.0 1.47 0.7 0.68 102.42 484.14 9.0 1.19 0.7 0.70 102.56 524.38 10.0 0.92 0.7 0.72 102.64 545.91 11.0 0.65 0.7 0.72 102.65 549.72 12.0 0.37 0.7 0.71 102.61 537.16 13.0 0.10 0.7 0.69 102.51 500.70 STORM ROUTING - 10 Year Post Develoom_ent Condition (pipe #3) A AAAAA ♦• A w A! f! A• A A• A f A A 1 A 1 f f A A f A 1 A A,A f A 1 f A I A f f A A f I f A• A A A A A A }AAA ♦• f A A A A f 1 A\ f A A A'A A ROUT VERSION 5.4 +• PROJECT: PIPE 13, IOyr STORM ++ DATE: 11/7/1996+ ' A AAA 1 A• A A A f A 1 1 A A# f A A A f A A A A A 1 1 1 } A A A • f A 1 1 A 1 f A A A A}} I A A I I A A} A A• A• A A I\ A A A A A I• A A A f A 1 (Types: I:Weir; 2:Pipe; 3:111sar) Structure 1: -1 Type 3: Riser Weir: 2: Elevation (ft) 0.00 3: Length (ft) 0.00 4: Coefficient 0.00 Riser: 5: Elevation (ft) 103.30 G: Diameter (in) 18.00 7: Orifice Elevation (ft) 100.00 8: Orifice Diameter (in) 4.00 9: Orifice Elevation (ft) 0.00 10: Orifice Diameter (in) 0.00 11: orifice Elevation (ft) 0.00 12: orifice Diameter (in). 0.00 Pipe: 13: Invert Elevation (ft) 100.00 14: Diameter (in) 15.00 15: Orifice Diameter (in) 15.00 16: Length (ft) 100.00 17: Manning's n 0.013 l0: Slope (ft/ft) •0.050 19: Entrance Loss Coefficient 0.5 Surface: 20: Initial Elevation (ft) 100.00 Storage Pipe Characteristics: Downstream Invert Elevation (ft): 100.20 Downstream Manhole Area (sq ft): 20.00 Upstream Invert Elevation (ft): 100.50 Upstream Manhole Area (sq ft): 24.00 Pipe Diameter (in): 48.00 Length (ft): 60.00 Control: RW - Riser acting as a weir RO - Riser acting as an orifice PI - Ilorizontal pipe in inlet control PO - Horizontal pipe in outlet control Time Inflow Riser Total Elev Storage (min) (cfs) (cfs) (cfs) (ft) (cu ft) ----------------------------------- 0.0 0.00 0.0 0.00. 100.00 0.00 1.0 0.44 0.2 0.19 100.39 7.32 2.0 0.88 0.3 0.27 100.61 32.72 3.0 1.32 0.3 0.34 100.88 81.43 4.0 1.76 0.4 0.42 101.19 151.53 5.0 2.20 0.5 0.50 101.55 242.95 6.0 1.94 0.6 0.57 101.88 332.57 7.0 1.67 0.6 0.62 102.14 404.86 9.0 1.41 0.7 0.66 102.33 459.82 9.0 1.15 0.7 0.69 102.47 497.08 10.0 0.88 0.7 0.70 102.53 515.35 11.0 0.62 0.7 0.70 102.54 518.53, 12.0 0.36 0.7 0.69 102.50 505.81 13.0 0.09 0.7 0.67 102.40 477.75 ' i Area Number C Area (ac) CA 1 -------------- -------------- ---- ----- Weighted Totals: 0.310 2.290 0.710 Time of concentration= 5 min Period Intensity Peak Flow, (years)-(in/hr)- --(cfs)-- 2 5.40 3.83 5 6.35 4.51 10 7.10 5: 0 8 25 8.00 ` . 50 8.90 6.32 100 9.60 6.82 PEAK FLOWS Oost Develobment Conditioni r detained 'n iDe # 1 Area Number C Area (ac) 1 0.496 2.020 1.002 Weighted Totals: 0.496 2.020 1.002 Time of concentration= 5 min Period Intensity Peak Flow (years)-(in/hr)- -_(cfs)-- 2 5.40 5.41 5 6.35 � 36 10 7.10 7.1 25 8.00 8.02 50 8.90 8.92 100 9.60 9.62 PEAK FLOWS Post Development Condition (on site r 'in i # Area Number C Area (ac) A 1 0.850 0.380 0.323 --------- --------------- Weighted Totals: ----- --------- 0.850 0.380 0.323 Time of concentration= 5 min Period Intensity Peak Flow (years) ------- (in/hr) I--------- (cfs) -----�--- 2 5.40 1.74 5 6.35 2.- 5 10 7.10 12.29) 25 8.00 2.58 50 8.90 2.87 100 9.60 3.16 PEAK FLOWS Area Number. C. Area (ac) 1 • 0.660 0.470 Weighted Totals: 0.660 0.470 Time of concentration- 5 min Period Intensity Peak Flow (years) (in/hr) (cfs) 2 5.40 1.68 5 6.35 10 7.10 -2_. 2 0 25 8.00 2.A8 50 8.90 2.76 100 9.60 2.98 0.310 0.310 i • 'a] &M 04V 9 119IM111FAIVA PEAK FLOWS Predevelooment Condition: 2 year peak flow ,• 10 year peak flow PEAK FLOWS (combined) 8.04 cfs 10.56 cfs rosi ueveloDment uonoltlon: 2 year peak flow : 5.27 cfs ' 10 year peak flow : 6.67 cfs �b = u i In summary, the combination of underground stormwater detention pipes reduces post development stormwater runoff rates for the two- and ten year storm occurrence intervals below those experienced prior to development, thus satisfying requirements for on -site stormwater management. DRAINAGE RUNOFF RAVNFAL.L TIME OF R U N O F F TYPE TYPE AREA COEFF. c x A INTENSITY CONCFNT. PIPE DIA SLOPE ALLOW. INCREM ACCUM FROM TO STRUCTURE PIPE (ACRES) c INCREM ACCUM i10 in/hr T,min QIO cfs QIO c D(in) S % n Q cfs 5 from bulding RCP CL IV 0.24 0.90 0.22 0.22 7.10 5 1.53 1.53 12 2,00 0.013 5.05 4 DI-7 4 DI-7 CMP 0.14 0.65 0.09 0.31 7.10 5 0.65 2.18 48 0.50 0.013 101.85 3 MH-1 3 MH-I RCP CL IV 0.38 0.00 0.00 0.31 7.10 5 0.00 2.18 15 13.10 0,013 23.44 3A MH-1' 0.72 cfs maximum release from detentpipe) 3A MH- I RCP CL N 1.41 0.00 0.00 0.62 7.10 5 0.00 2.18 15 13.10 0.013 23.44 2 DI-3B 2 DI-38 RCP CL IV 0.16 0.40 0.06 0.68 7.10 5 0.45 2.63 15 7.10 0.013 17.26 1 MH-I I MH- I Ex. RCP 0.00 0.00 0.00 0.98 7.10 5 0.00 4.79 15 10.69 0.013 21.18 Ex. A Ex. DI 10 DI-3A RCP CL IV 0.26 0.65 0.17 0.17 7.10 5 1.20 1.20 12 1.00 0.013 3.57 9 DI-3A 9 DI-3A RCP CL IV 0.08 0.68 0.05 0.22 7.10 5 0.39 1.59 15 13.51 0.013 23.81 8 DI-3B 8 DI-3B CMP 0.07 0.63 0.04 0.27 7.10 5 0.31 1.90 48 0.50 0.013 101.85 7 DI-38 *(0.70 cfs maximum release from detentpipe) 7 DI-313 RCP CL IV 0.06 0.60 0.04 0.30 7.10 5 0.26 2.15 15 3.69 0.013 12.44 I MH-I 15 from bolding RCP CL IV 0.24 0.90 0,22 0.22 7.10 5 1.53 1.53 12 2.00 0.013 5.05 14 iD,-3A CMP 0.25 0.67 0.17 0.38 I 7.10 5 1.19 `� 2,72 �n0 0.50 013 9.16 13 t J6_1 4.. - J�" 8Jr 13 J13-I y." CMP 0.09 0.90 0.08 I 0.46 y 7.10 5 0.58 r 3.30 60 0.50 0.013 184.66 12 MH- I 12 MH- I RCP CL IV 0.00 0.00 0.00 0.65 7.10 5 0.00 7.13 15 2.27 0.013 9.76 11 Ex. MH-I - ' 0.85 cfs maximum release from deterdpipe) I I Ex. MH- I Ex. RCP 0.00 0.00 0.00 0.91 7.10 5 0.00 12.37 15 9.01 0.013 19.44 Ex. C Ex. MH-I DRAINAGE RUNOFF RAJ NFALL 1IMF OF R U N O F F TYPE TYPE AREA COEFF. c x A INTENSITY CONCFNT. INCREM ACCUM PIPE OIA SLOPE ALLOW. FROM TO STRUCTURE PIPE (ACRES) c INCREM ACCUM ilp in/hr T� min Q10 cfs I Q10 cfs D In S 1510 n Q Ws 22 Yard Drain RCP CL IV 0.07 0.45 0.03 0.03 7.10 5 0.22 0.22 12 1.00 0.013 3.57 21 Yard Drain 21 Yard Drain RCP CL IV 0.06 0.45 0.03 0.06 7.10 5 0.19 0.42 12 1.20 0.013 3.91 20 Yard Drain 20 Yard Drain RCP CL N 0.07 0.45 0.03 0.09 7.10 5 0.22 0.64 12 1.10 0.013 3.75 19 Yard Drain 19 Yard Drain RCP CL N 0.05 0.45 0.02 0.11 7.10 5 0.16 0.80 12 1.10 0.013 3.75 a• '1418Yard Drain -"r ... RCP CL IV 0.02 0.45 0.01 0.12 7.10 5 0.06 0.86 12 7.92 0.013 10.05 25 MH-1 25 MH- I RCP CL N 0.00 0.00 0.00 0.12 10 5 0.00 2.61 15 23.62 0.013 3I, 8 17 DI -I ' A, s } . ,e .-1� ,.� ?1P:,:�- r� `` i,�:r� -., f�. ; vt,, ,. _ 10 w 7:<s err .-D)=1 RCP CL IV 0.08 0.40 0.03 0.15 7.10 5 0.23 3.60 15 9.86 0.013 20.34 16 DI-3A 16 DI-3A RCP CL N 0.04 0.80 0.03 0.19 7.10 5 0.23 3.83 15' 2.77 0.013 10.78 12 MH- I A.4- ate A -r..-. .@'�.- --•`may''..`• "'A.'- �� v- f'�t 'r� ��C�C�tr"-_.'t�`T'•,.. �„y,y- - 1c,.- �-- dye•- z- v' y�'...,`� - '�' .- �,,�- ; 24A DI-3B RCP CL IV 0.12 0.45 0.05 0.05 7.10 5 0.38 0.38- 15 -3.75 0.013 - 12.54 24 DI-3B 24 DI-38 RCP CL N 0.12 0.45 0.05 0.11 7.10 5 0.38 0.77 15 8.33 0,013 18.69 °z. 17 DI- . .:1Ct �..�... ?' '...A �- Yiy• wGA. 7'�� ��.•T .1..�'. ...• ''.A, 'i? U. .+�`M. .: •.. ;,4' . .+^ °�Y.T',-c!: �. !#„fin h.'?;In�J:� � 'r. �. 28 Yard Drain \\ RCP CL IV 0.20 0.30 0.06 0.06 7.10 5 0.43 0.43 12 6.25 0.013 8.93 27 Yard Drain 27 Yard Drain RCP CL N 0.83 0.30 0.25 0.31 7.10 5 1.77 2.19 15 15.80 0.013 25.75 3A MH-I Ex, B Ex. DI-7 Ex. RCP 0.41 0.65 0.27 0.27 7.10 5 1.89 1.89 15 10.33 0.013 20.82 Ex. A Ex, MH-I *� h,ylF++"r''"4 kPx' '- � ��� '`9r 'h e:�%s4,i�1����'�,. , F;y,-,. ,; J� - .. :S�;iF�l�h. ': ae.,T, yr. r..l4f�V5^.�n�v�, •" :x. D Ex. DI-7 +' Ex. RCP 0.82 0.90 0.7�4 im; 74 7.10 5 5.24 5.241,�41-8.>79Q�Q•�ir� t�F28.01� L I � M . 4- y„yt► � . 6 ' .• ,alit... - :r �,• �' ...,� ,K31 .r* 5 71, rl+' • _ .., ':t�7 .. .� :�^'"'" i,�:jN` ` rJ - 31;+5+i"+ ` '� �' 25A DI-7 RCP CL IV 0.82 0.30 0.25 0.25 7.10 5 1.75 1.75 15 27.57 0.013 34.01 25 MH-I sr1- THE COX COMPANY rerrwv . rA4 fnp►reers Landscape Arclrtscts 220 Fes It HVh 5 tree ItGhanbttesv/e vos • vtvk* 22q02 ! 004M43 71-31 Z Q z 0 (J-) _. C) W� Q Q Z 0 0 Of LW r�n � V 0:2 D 0 U C) W wLd z00f, S L YLJ L Um r n V / ) Q Job No.A 96-30 OF yr .1 FRANK D. OX, ✓ . 9 CERTIF ATE N a 719 47 ss10NAL `yG Dates 11.11.96 RevisbR' 3.1 I ,97 7.6.11 FEP- /CO. / I.1O.1" { V� W. Scale• AS NOTED lr�t Sheet Title, STORMWATER CALCULATIONS Sheet No., C7.10 _14OF21 -_ 6,K... V---29'- 9 TIDE COX COMPANY \ \ \ \ \ \ \ \ \ \ \ \ Flamers • 0" E ers PA EL .2A---- / Landscape Architects S.A. PG. 4 I ' 22oEast High Street CharlottesvAe Vir7hia ING: fl / 22gO2 • C804-)245 131 -AN K FARM ��`, \ \ \ \ \ \ \ \ \ \ \ - — _ — / / / / / / / / / / / / / / / / / / / / / / % - �0 \ \ �� �,�a0 // / / / / // / // / // / /6/ / / / �, MAP 60, SAP\\CEL 4-OC8/ / / / / / / i / �� Il IT4 !. -ram 1Alr)OflARr1, /� / �UP.•1563,,PG46 /"/i // / / / / / / //�' / / / / / / i / / i� /// / / / // / URE WATER \ D\ _\ �\ \ — — — — D.P. �7s; �'G. ?_5� [3tAT / i / //P / / / /�� / / / / / / / / / / // TANK �P�G, I \•6 ���\ — L9T-5C, UNIVEF�SR7 HEIGHT / / / / / / / / / / -9y - / / / / / / / / \IN & LLJ 140 / -- 4.09M ACRES BZONING /\`�/// / ° � / / �F`- SITE/DR-A�IN.A�GE/AREA' / / / / �, / ,'//A/ / / / \ _ -0.4/2 A.C-Fed o//� // /� / /'/';///,///r TOP=720.5 / �', / \ \ \ \ . — — — — — — — _ _ -- i c� / / `�/ / / / / / �� / / / / / / / / / / / / / / / / / / / INV=71 .8 IN /a �Q \ \ _ __ / / / _ / / / i / a ) � / �,.-\ \ , ` `-- - ___----- - ,� ,��N= SITE ,D�RA,I-NA��E A EA ,/ ,' ,',/ , //,' / ,' ,� � / /,' / INV=713.O(OUT) r \ \ \ \ / / / / - - 1: /Acr-es / / / / / r r \ 0FE — - _ — - i / / / / / / / / / / / \ �o ____--0-TAL,D-RAINAGE AREA ��/ / ` \ �O- 1..9'7 Acre /• , / / \ N �S_iT__E_ DRAINAGE--ARE-A , , f 1� a/Z cres . / / / v \IOTA-L DRAINAGE AREA _ �, ,, / / / `D/� N_\1 1,40- A c-r,e s- sc/" XX \'710-/ --------- — '� r// // // °°/ // // / // / �0 ST2, / �/ C�/ / I I� . I / I LIMNS �F CLEARIN6 �j ND GRADING /El DI GRP,yF 69 SF 'Q lij 6 - ro 0i �%K .., / I I I DIRIAIN AREA� / 101 A 'res ET/P OF MBANK=67 IJ J DRAIN/AGE AREA / ' _ �/25 Acres AL —DD / I / \ U)/DD � / ST4 � n DD _ D-D — - 'sT3 / - — °mddo / ! w ► / n S` \ _ - E E�IdI T / / 0� / / / °odo° Q J ° I -;r, _ 7 / / °obo° I / TOP 0 o0/ EMBANK=651.75 / _, WET o 0o0 ,6 / STOR. / °obo 0 / I o ° l - wo 00 \ \ST1 - - - 6� 6 0 j\ \� �' _\ - - TOP OF // °o (; 6 I- _ _ — -- — / / -o _--_ -_ — / / 98. -4P).85 l °o _ \ �-C'STREET / / �/ �� EMBANK.,1' / o °0'8.3 \ \/ u- pt5� -�/ / o S 6�6 °M-H o �P�\ \ / ��PR0-OF-V�/�Y / / / o i 1 ° / �; — �t o ° o _ 6. - �2\,42_ R I IVI = ' 7 :3 . - - - — — — �-'� ? -`'� — — — i \ / / / 'i —�� / ,d w 42. 05 / \ INV=666. .660o / ! 1Na/� 666.3 )T 6�6 J f \f;�S3; - �'� i °o / 7 - x 1- :O k OF- — — — _ _ — '�\ AMC T�D �� �� -_ _ - — -� — i} / i CE WITH 3" OF SMOG I J \ 6 �� I ANK=678.0' \~ / �� "�� -"Q"- `- ' _ �SOTTO -646 _ C E COMPACTED,ASPH. \ o — — TOIs-OF " F > ?.S. u �J ��°�� ���\ \���_ 6 �/ / o� EMBANK=649.75' / 4-6 J�� 6 TO DRAINS 11 T / �j -�� / / ` / l I TOP/ OF 3' WIDE STONE f J / _ FINER=648.75' ;`� 12 CMP FROM WASH 4� o r _RACK TO_ TRAP CA ROAD / P l � g lot / / / \ / G�,�S� / �� 52. 9 / / i� I ~� �y / 41X6 45.5 CIA CURB I / \ / X"\_TOP=6: m' / / / �1---�`p �INV. = E 56.E / \ \0\- . r e z z O :2 V) orf W ~ —J V) Q 0 z O Q �. ry> W V � Qz O :2 O U �U W ww zoo - �Q }- Y Ld Um Q —i U) ) Q Job No.: 96-30 r _ f�jj op , FRANK n. r ' .IR. C,ERTIFICA 5 A10. 771 1 �Gl �'- O N A Date: 11.11.96 Revision 3.11.97 G.IG.9 1 Scale Sheet Title PHASE E & S CONTROL PLAN Sheet No., .C8.00 SHT.15OF21 0 i i r` rn rn cn rn 0 t- w cn m w H T cn a .,, •.' L 1' 1 .t •. • . ;' - ;. . 1 . LD rn o, b 6 m 0 z L LL. w L M __ d . m Ln 1— C S / U :�1 �-, -�y - .r° . F -_ _ ,. _11t .. , -,. -.Y .y ...- r, ...., :. _� ,..t . ..�... .. e-, '. .. , .y q: - {. I. _ - e <, " _ - - y./• 4 :Y 1 ... i _ r -; , .-• _ ...,. ,:- - c. . 2 . .-: q'.r ,,, ,, �� - . ✓ ry. -. - _, - , -: - ". ,. ,. ,. , p..: rF t*,.r:. .r. { , . '"' � . I � , . ,,L� , "."._- 11 I I I i - -, k - r1. °�; - � I - - - - '' " 2 ` • . . , r, , .�,.,_, �, , � . S ,h - I , , , � , :. ,_ -, � � - I - � I --- - -_` f SOI LS M ,. Jr: '>, j r: .., 7 , .;iL_yS .,— A .s ?l rc.. 1 .. i., RID` 1 r:;. K '^ RY�� Y h �"t i r. r"7i x <,,. t h - 'r •�3 t+ f r7 � ) as` h M 3 - ,.h .'1,. .J.• �' ifs ,f Y u' a . <' ,13 r . a- r I--Wyx�t -J .. y , ; , t' ' Af.! a ta.L"f..� � _ .li...ak�d 'A . _t... a% .ik. :. >f{f.:.,E dY R `.{ t >F. Y7F. _*..f (`. �>,!•. ,,-t , s fid .v ;q +i V. - uY..ag,t Yr fi.t�'I'll..�zJ.A k 11;4,> „rs'744..:-P s _:.! > . v{r, i.i ' t"'" x M1 1. _f, t.4. r Al!Y: {. :r. ,: a x ill ..x , r<� i Alt : N 3 t s r . :..q {�.. , r �p `:!F. , �T ,+e''`L9,d `,�cK,, :.., _ 3 'f `�Y K 2 t F, t .T ,i is +:r .. �",, x ems,"� � �•D:11 ►rt �x «` ' a «. vY.• ¢• j> i c'.. DY. '.. � fipf `4 ' k ii, a ! try . • 1 ,� >-, - f� i ti, � l s I , ii sax ��W.g, ra x :;�u. fir ,Y 's},Yq,.+„3#{ 5"^ _ 4 * 1 +e., i .dt' ♦ Aye r i}t�`Js4�1.'Ft� i i^ ><�, "r ' t , > :e• ";:' !"'�. "�_ T - ill 7�.: b; . I . Scale: ` Adjacent Areas: The upper slopes of Lewis Mountain `are directly to the west. Water draining from this off -site area will be diverted around the site. to the 1. north and to the south, with the southern water being picked, up in a stormline. Drainage from the site will flow predominantly east and n1.ortheast. The northeast portion consists of existing parking lots, apartment _buildings, and Colonnade Drive. The area to the . east consists of a future road right -of -way,. -existing parking lots and apartment building. Erosion and Sediment Control Phasing Plan . I Clearing and Grubbing and Rough Grading Phase . A. Install construction entrance, washrack, and hose -down facility. B. Install all sediment traps along with associated temporary pipes, diversion dikes, and silt fence. r C. Install permanent stormwater conveyance channels at western edge of site to divert offsite water. D. Install stormsewer inlets and piping from No. 23 to No. 25 to intercept off -site water and divert it to existing 15"'stormline. F E. Install tree protection measures. F. Strip and stockpile topsoil: Install silt fence and temporary seeding as necessary. II, Site Infrastructure Construction Phase A. Install construction road stabilization. B. • Install inlet and outlet protection for the stormwater utility system. Install temporary pipes form inlets to sediment traps, as necessary, until entire stormwater system is completed. C. Sediment traps are to remain in place and be properly maintained until such time that the site is stabilized and the stormwater storage` system is in place. D. Temporary seed as necessary all areas that are undisturbed for more than 30 days. E. Topsoil and permanent seed all unpaved, disturbed areas at the end of the project. F. Remove all temporary erosion and sediment control measures and restore area. . n . 4 I (i 9' .. . , ., ..- , . , - .f, - .. .. .. - EI D EDM N,, R . ROS ON:.AN-_ S I.• E T,CONTROL NAR ATIVE , .D . :. , : , ,.,.,. ' Sk line Court on Lewis Mountain Y. r Diversion Dike e).. Tempo a , ersio D e (3.09) J t the t r s of a sloping ridge of compacted soil constructed a e op o base p g %A -..:. Albemarle County%, Vlrgmrna.: . ..,. . , - 't runoff away from the un rotected slopes disturbed area whtchdtyerts,off site ru o y p p . . . ' . .. ' I , _ - . - and to a stabillized outlet, or to divert sediment laden runoff to a sediment trapping structure, Maximum effective life is 18 months. I. PROJECT DESCRIPTION.: I.f) , Outlet Protection (3,18) Thi is r I f I t n n tr t v s a o osa o oca e a d construct uc seventy 7 residential a •artments on 4.95 acres f 0 e o proposal . ( ) _ Y _ p . I t I w t rm rain out e s to reduce installation channel I trans be o s o d The insta a o of ri ra c a a sec riprap land in th a k tt M i t ri IDistrictin I it I a e J c Joue ag s e a .Albemarle County, These, ocated on Lewis r i n fr m scouring t Its and to reduce flow velocities before e os o ocou g a outlets Mountain, just west of the Charlottesville City Limits is surrounded by woodland, and high density stormwater enters receiving channels below these outlets. 9 " residential. Access to the site will be from Colonnade Drive.' - • 'ond.site g) Surface Roughening (3.29) The proposed land disturbing activity (grading, utilities, improvements), as depicted on , Grading practices such as stair stepping or grooving slopes or leaving slopes the accompanying site plan, will include construction of.themain entrance road, parking areas in a roughened hened conditions b not fine -grading them. Reduces runoff g y g to accommodate 108 vehicles (55 deck and 53 exterior), and an apartment building incltrdin 70 , 9 9 velocity, p(pro`vides sediment trapping and increases infiltration, all of which residential apartment nt nit n n fft A total fapproximatelyr ill i t a apa e u s a d a o office., o 1, 2.66 acres w be disturbed urged facilitate establishment of vegetation on exposed slopes. Applicable to all during construction. . . slopes steeper than 3:1 or that have received final grading but will not be . - stabilized immediately. Also recommended for other exposed slopes with 11. EXISTING SiTE CONDITIONS - flatter' grades. The topographic f th t r rt r i t n t e o e subjec pope , y a e dep c ed o he accompanying site , plan. The sites is presently in woodlands, and there are no man-made features on the site other h) Temoorory See din {3:31) than a ravel) access .. existing County facility. g. fi' , fi' Y The sediment basin embankment, temporary diversion dikes, topsoil stockpiles,' and all areas to be rough -graded during the initial phase of . III. SOILS, construction shall be seeded with fast -germinating, temporary vegetation This site is located in a geologic area referred to as the Piedmont Physiographic Province. The immediate) following grading. Temporary seeding will apply to all areas on Y 9 9 9 P rY soils in this geologic area are weathered from the underlying metamorphic bedrock. The the site that will not be brought to final grade for periods of thirty (30) days to naturally occurring soils atthis site were found to be deep to moderately deep well drained soils one year. Selection of the appropriate seed mixture depends upon the time that have a clayey or loamy subsoil. The soils observed here were weathered from quartz and of year ft is to be applied. Annual Ryegrass is adequate for use during spring mica schist, seedings (Feb., 16 to April 30). For winter seeding (Sept. 1 to Feb, 15), a 50/50 mixture of Annual Ryegrass and Cereal (Winter) Rye is recommended, and The map units on ,the detailed soil map depicted on the Erosion and Sediment Control Plan, for summer (May 1 to August 31), German Millet is recommended, provided represent the soils in the survey, area. The map unit descriptions, along with the soil maps, can that all areas which are seeded are watered regularly. be used to determine the suitability and potential of a, soil for specific, uses, and, precautionary erosion and sedimentation control measures which must be adhered to. They may also be , used to plan for the management needed for those uses. The profile of the soil classifications I) Permanent Seedin (g 3.32) follow: Establishment ,of perennial vegetative cover by planting seed on rough- graded areas that will not be brought to final grade for a year or more or ALBEMARLE FINE SANDY LOAM (2D): This is a deep, moderately steep, well where permanent, long-lived vegetative cover is needed on fine -graded . drained soil found on side slopes of 15 to 25% grade that are 100 to 500 feet wide. areas. Typically, the surface layer of the soil is dark grayish brown and brownish yellow fine sandy loam about 5nches thick. The subsoil is about 25inches thick, mostly j) Tree Preservation and Protection (3.38) strong (brown and yellowish red clay, Hard rock is found at a depth of 50 inches. Protecting existing trees from mechanical and other injury during land Permeability and available water capacity are moderate. Surface runoff is rapid disturbing and construction activity to insure the survival of desirable trees and the hazard of erosion is severe. The slope and depth'to bedrock are the where they Will be effective for erosion and sediment control and provide . primary limitations of this soil for non -farm uses. other environmental and aesthetic benefits, HAZEL VERY STONY LOAM (40E): This moderately deep, steep, excessively k) Temporary Sediment Trap (3.13) drained soil occurs on side slopes: Stones, three to ten feet apart, cover 3 to 15 A small ponding area, formed by constructing a earthen embankment with a stone . percent of the surface. Typically, the surface layer of this soil is dark brown and outlet across a drainage Swale, to detain sediment -laden runoff from small disturbed brown loam about 10 inches thick. The subsoil is mostly brown loom, 10 inches areas for enough time to allow most of the suspended solids to settle out. Maximum thick, and the depth to bedrock is around 30 inches... Permeability is moderate effective life is 1s month. and available water capacity is low. Surface runoff is very rapid and the hazard of erosion is severe, Slope, depth to bedrock and large stones are the primary V. PERMANENT STABILIZATION limitations to non -farm uses" such as roadfill and for building sites. The soil is in All areas disturbed by construction will be stabilized with permanent seeding immediately capacity subclass Vlls. following finish grading. All seeds will be approved by the "Virginia Crop Improvement . Association," Blacksburg Virginia. Seeding will be done with the following: IV. EROSION AND SEDIMENT CONTROL MEASURES a) Two (2) ports Kentucky Bluegrass (Poo protensis), by weight; minimum The contractor shall provide, construct and maintain erosion and sediment control measures 98% purity and 90% germination; maximum 1 % weed seed. on the site; in accordance with the Virginia Department of Transportation and the Albemarle County erosion and sediment control measures (refer to the Erosion and Sediment Control Plan b) Three (3) ports perennial Ryegrass (Labium perrene) by weight; sheet). All vegetative and structural erosion and sediment control practices shall be minimum 85% purity and 90% germination; maximum 1 % weed seed. constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook. c) Fifteen (75) ports Falcon Fescue; minimum 98% purity and 90% germination; maximum l %weed seed. Temporary sediment filters and traps, perimeter dikes, sediment barriers and other measures intended to retain sediment shall be constructed as a first step in any land -disturbing activity Permanently seeded areas shall be protected during establishment, and be made functional before up slope land disturbance takes place. Mulch shall consist of oat or wheat straw, free from weeds, foreign matter detrimental to plant NOTE: Due to steep grades on site and.the density of the proposed development, standard life, and dry, Hay or chopped cornstalks will not be permitted. erosion and sediment control measures will be amended to utilize diversion dikes to direct runoff away from the construction area, and/or to protected inlets for dissipation. Construction Mulch and/or lime shall be applied at a rate of two (2) tons per acre. • of diversion dlikes on the uphill portion of the site shall be installed initially in order to direct off -site water away from the construction area. The contractor shall then phase construction of the Specifications for fertilizer are FS 0-F-241 C, Type 1, solid form; Grade A or B; recommended for pipe system and inlet locations to facilitate erosion and sediment control measures. grass, with one hundred (100) percent of the elements derived from organic sources of the following properties: . Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days after final grade is reached on any portion of the site. Temporary soil stabilization shall be a) Nitrogen 12.0% . , applied within seven (7) days to denuded areas that may not be at final grade but will remain .' b) Phosphoric Acud 8.0% dormant (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to c) Soluble Potash 8.0% areas that are to be left dormant for more than one year. . With at least fifty (50) percent of the nitrogen from a non -water soluble organic source. Soil stabilization refers to measures which protect soil from the erosive forces of raindrop impact and flowing water. Applicable practices include vegetative establishment, mulching, and the 1. The following measures shall be incorporated during fertilization: early application of gravel base on areas to be paved. Soil stabilization measures should be selected to be appropriate for the time of the year, site conditions, and estimated duration of a) Apply fertilizer cat a rate of 7000 lbs/ocre. - use, ' b) Apply after smooth raking of topsoil, . Stabilization measures shall be applied to earthen structures such as dams, dikes and C) Do not apply fertilizer at some time or with some machine as will be used to apply seed. diversions immediately after installation, d) Till fertilizer into supper two (2) inches of topsoil. The following structural practices will be implemented according to the requirements set forth e) Lightly water dry topsoil to depth of six (6) inches at least forty-eight (48) hours prior to seeding to obtain a loose friable seed bed and to aid in by the Virginia Erosion and Sediment Control Handbook and the standards set forth by the the dissipation of fertilizer, County of Albemarle. . The following rates and practices will be adhered to for all seeding that occurs on -site: a) Temporary Paved Construction Entrance (3.02) . t A seventy (70) foot paved section shall be installed at the point of vehicular a) Apply seed a rate of 6 lbs.11000 sq. ff. evenly at right angles with a ingress and egress on the construction site, This paved area shall be used for spreader or seeding machine. Rake in lightly, covering seed to depth washing sediment from vehicles exiting the site. Sediment shall then be of 1/8 inch. . removed from the area by shoveling or sweeping and transported to a I b) Do not seed oreo in excess of that which con be mulched on some sediment control disposal area, Where sediment is transported onto a day. - public road surface, the road shall be cleaned thoroughly at the end of each c) Do not sow immediately following rain, when ground is too dry, or during day. Sediment shall be removed from the roads by shoveling or sweeping windy periods. and transported to a sediment control disposal area. Street washing shall be d) Roll seeded area with roller not exceeding, 112 lbs. allowed only after sediment is removed in this manner. I e) Immediately following seeding and compacting, apply mulch to a b), Construction Road Stabilization (3.03) thickness of one (1) inch. Maintain clear of shrubs and trees. I Temporary stabilization with stone of access roads, subdivision streets, 0 Apply water with a fine spray immediately after each area has been parking areas, and other traffic areas immediately after grading to reduce mulched. Saturate to six (6) inches of soil. erosion caused by vehicles during wet weather, and to prevent having to VI. MAINTENANCE regrade permanent roadbeds between initial grading and final stabilization. All erosion and sediment control practices must be maintained and repaired as needed to c) Sift Fence (3 insure continued performance of their intended function. In general, all erosion and sediment s A temporary ediment barrier constructed of posts, fitter fabric and, in some control measures will be checked weekly and after each significant rainfall. In particular, all . cases, o,wire support fence, placed across or at the toe of a slope or in a seeded areas will be checked regularly to ensure that a good stand is maintained. Areas should be fertilized and reseeded as needed. minor droinageway to intercept and detain sediment and decrease flow velocities from drainage areas of limited size; applicable where sheet and rill erosion or small concentrated flows may be a problem. Maximum effective VII. DISPOSITION OF TEMPORARY MEASURES life is six (6) months. All temporary erosion and sediment control measures shall be removed within 30 days after d) Storm Drain Inlet Protection(3.07) :. final site stabilization is achieved or after the temporary measures are no longer needed, unless This erosion and sedimentation` control measure involves the installation of otherwise authorized by the local program administrator. Trapped sediment and other disturbed soil areas resulting from the disposition of temporary measures shall be permanently various kinds of'sediment trapping measures around drop inlet structures stabilized to prevent further erosion and sedimentation, prior to permanent stabilization of tfie disturbed area. ft is limited to drainage areas not exceeding- one . (1) acre, and not intended to control large, concentrated stormwater flows. . . ' 1' . . . . . . , .; '. .. .. .. - .. - - _., _ _, S - 4 . I I Q I . Z i I D - . { O S G 6 I /. U 3�: a� � , , 1. W ,~_ V � . , J 0 Q Z . , Z10 _J11 Q , , N — , •i �_. W � 11 1. V J >_ ` !^^ V Q � a i oM .Q -U O :rt .� , W ww I Z . 0 � , r J .� Q :2 Ili >- y wI. y 0 Cf) Q I Job No.- . 96-30� . 1: , 0.P v - r a .1 i i FRAW . D. , ' .IB. - i CE46 RTTFICA 1.771 NO. •L LIVIONA ' Date 11.11.96 Revwwa 3- I1-ar I It , , � I � i I I � I � 1� . . - - - - 11 . . . � L I __ - - 5ctela AS NOTED I ' Sheet Title, E & S NARRATIVE, Sheet No.1 . . , .. , " . . , . . . , �. .4 . IlA • :< . .. ._ . . : . , . . ; - - _ �! ! i. . . I " -1. . .. I I., ... . , ... . ;,, :.��', � , " TI . I � ..", .'Ic�.%, _.� . - .- 1. I., . I . I .1 1'�_,:.,.., ,-,,,� 1� �, .�.. �.. ViErosion rginia .1 � I .Z. I . I I -.1 I . � .1 - I 1.. ... I I I 1.4 I . , I- I O THE GOX 1 _.;A r d tC t RECOMME D en n r U NDE PLAN SYMBOLS: an e lm O Ol " E . 0 W Lffouc-we Ilric/rltects p Existing Contour _ _ _ _ _ Limit of Grading Q >- O l- O uast stet ((� �. .NIFORM CODING SYSTEM - - - - Ix.- RGINIA U - _ _ _ Handbooi� Z Z� 4 W J �- (j F= H 229t72 • CD04�2�6 7131 Q w Finished Contour : _Storm Sewer .. 1 1 ZCl) W O V Z Z CC N Z. N •- I w - - } F- Z Z Drainage Divide Bounds of aC o w W w n- Q O Q i for Erosion and Sediment Control Practices Z z o O o .------:M . . � " � 1.Control. Measure U w IZ Z . W"._I P F-•0- wa QQ w¢ -----� July 1992 U� w0 �� �� o¢c� wl<_ w� . Cn Z 1. - U Z .. Z (5 - N Z N Q CL a- U 0 0 l- 0 co F- C� (L (.� '\ * Indicates normal applicability of a specific practice w W ( W W W � z Q O :1 a - - >_ .a. _ a- W i- m � m NO. TITLE KEY SYMBOL DESCRIPTION A B C D E F to one or more of the seven control categories v W � z OO o¢ QIz �Q �¢ . U cr W O J Iz W M � H W l- W F- - Q� n.0 �a CnH �� F--.C� �(n Small, temporary stone dams constructed across a drainage ditch ►o reduce the velocity of concentrated I ROCK H �� �� flows, reducing erosion of the Swale or ditch. Limited to use in small open channels which drain 10 acres * * a-11 + �' or less; should not be used in live streams. �� `r ✓�rY NO. TITLE KEY SYMBOL DESCRIPTION A. B C D E F G 3.20 CHECK DAMS D r (r " t1�1, � . (9 An outlet for dikes and diversions consisting of an excavated depression constructed at zero grade acrossZ ; ' 3.01 SAFETY FENCE SAF A protective berries installed to prohibit undesirable use of an erosion control measure. a slope to convert concentrated, sediment -free runoff to sheet flow and release it onto areas of undis- `• xr } 3.21 LEVEL SPREADER LS 3� curbed soil which is stabilized by existing vegetation. c i I t TEMPORARY STONE A atom located at points of vehicular in I and egress on a construction site to reduce the soil VEGETATIVE D . P*il. i" r > * * O CONSTRUCTION CE transported onto public roads and other paved areas. 3.02 RAN E 3, 22 STREAM BANK VSS _-_ The establishment of appropriate vegetation on streambanks to protect the banks from erosion. .O' ENT C . - STABILIZATION I,: . � � 11 I I I , I . , - . :2- �.. 1. :1 I I L. CONSTRUCTION ROAD CRS ® Temporary stabilization with stone of access roads, subdivision streets, parking areas and other traffic - STRUCTURAL . . Stabilizingthe banks of live streams with permanent structural measures to protect them from erosion. r� areas immediately after grading to reduce erosion tuned by vehicles during wet weather, and to prevent STREAMBANK O 3.03 STABILIZATION having to regrade permanent roadbeds between initial grading and final stabilization. 3.23 SSS ��"`_, Particularly applicable to watercourses which must pass increased flows due to upstream development; ( STABILIZATION not applicable to tidal streams: . _ 1. A temporary sediment barrier composed of straw bales placedaeroaa or ad the toe of a slope to intercept TEMPORARY N and detain sediment and decrease flow velocities from drainage areas of limited size; applicable where' , A temporary structural n across a live stream to provide vehicular access to construction activity on 3.04 STRAW BALE BARRIER STB 24 VEHICULAR STREAM SC p°� �* y sheet and rill erosion may be a problem. Maximum effective lift is 3 months. . �,,__ either side of the stream while keeping sediment out of the stream and preventing damage to the channel • �_-_ . CROSSING bed and banks, / �1 I L. A temporary sediment barrier constructed of posts, filter fabric and, in some cases, a wire support fence `ti A strategy for crossing small waterways when in -stream utility construction is involved. The strategy �,/ J X-X X-X placed across or at the toe of a slope or in a minor drainage way to intercept and detain sediment and * * * "`C : > -•` 1J SFUTILITY STREAM helps to prevent sediment from entering the affected watercourse and minimizes the amount of distur- 3.0 5 SILT FENCE decrease flow velocities from drainage areas of limited size; applicable where sheet and rill erosion or 3.2 5 1.; bance within the stream itielf. Z - CROSSING small concentrated flows may be a problem. Maximum effective life - 6 months. USC a 0(. . Q A temporary sediment barrier composed of limbs, weeds, vines, root mat, rock, and other cleared materials `'" - P �g Pc cn * DEWATERING r- pushed ether to form a berm; located across or at the toe of a slope to intercept and detain sediment and A temporary settling and filtering device for water which is discharged from dewatering activities. i .r 3.06 L. BRUSH BARRIER BB decrease now velocities. 3.26 DS�7STRUCTURE w11 i �-, �- :. STORM DRAIN The installation of various kinds of sediment trapping measures around drop inlets or curb inlet structures �' I >"_ `*�t 1 A floating geotextile material which minimizes sediment transport from a disturbed area adjacent to or Q.�" ! . �. * * * �, 1J I within a body of water. It provides sedimentation protection for a watercourse from upslope land, - prior to permanent atabiliution of the distttrbcd arcs limited to drainage areas not exceeding one acre d 3.07 INLET PROTECTION �P *1. 3.27 TURBIDITY CURTAIN TC 11 disturbance or fromdred in or filling within the watercourse, v and not intended w control c, concentrated �tormwater flows. 1. - L L_______J L_______J L________J I I I -1 D 'ge- ,.. � , A sediment filter located at the inlet to storm sewer culverts which prevents sediment from entering,- . L I , "". _1 �', I I . . . - - CULVERT INLET accumulating in and bein transferred b the culvert. It also provides erosion control'at culverts during A perforated conduit installed beneath the ground to intercept and convey groundwater. Prevents slopin g * IF 0 :2 ,O ' =:! _ _ _ _ _ soils from becoming excessively wet and subject to sloughing, and improves the quality of the vegetative i _ 3.08 PROTECTION I P the phase of a project where elevations and drainage patterns are changing, causing original control g 3 28 SUBSURFACE D RA 1 N S D "� - "'� Pr 9 Y g rrmxstrrrs w tic tncl7rt 1ve. growth medium in excessively wet areas by lowering the water table. Can also be used to drain detention U U structures. • ' <' TEMPORARY DD A ridge of compacted soil constructed at the top or base of a sloping disturbed area which diverts off -site * * Grading practices such as stair -stepping or grooving slopes or leaving slopes in a roughened condition by w LLJ` 0,,, runoff away from unprotected slopes and to a stabilized outlet, or to divert sediment -laden runoff to a not fine -grading them. Reduces runoff velocity, provides sediment trapping and increases infiltration, all * * ;fix 3.09 DD 3.29 * �` DIVERSION DIKE sediment trapping structure. Maximum effective lire ;s l8 months. SURFACE ROUGHENING S R of which facilitate establishment of vegetation on exposed slopes. Applicable to all slopes steeper than 3:1 or that have received final grading but will not be stabilized immediately. Also recommended for other exposed slopes with flatter grades. `. O. •,111 A channel with a supporting ridge on the lower side, constructed along the top of an active earth ftll FD ;I I constructed in order to divert runoff away from the unprotected fill slope Ito a stabilized outlet or sediment * Preserving and using topsoil to provide a suitable growth medium for vegetation used to stabilize :' ,xIj ; TEMPORARY trapping structure; applicable where the area at the top of the fill drains toward the exposed slope and TO disturbed areas. Applicable where preservation or importation of topsoil is most cost-effective method of ,"f, 3.10 FILL DIVERSION FD continuous fill operations make the use of a TEMPORARY DIVERSION DIKE infeasible; maximum 3.301 TOPSOILING TO providing a suitable growth medium not fete * Li effective life is one week. Pro g Sr recommended for slopes steeper than 2:1 unless other measures ::_;, Am taken to proven( erosion and sloughling. ` ' r y1 TEMPORARY R A ridge of compacted soil or loose gravel constructed across a disturbed night -of -way or similar sloping W Q J area to shorten the flow length within the disturbed strip and divert the runoff to a stabilized outlet. % n ' 3.11 RIGHT - O F -WAY RW Earthen diversions are applicable where there will be little or no construction traffic within the right -of- * TEMPORARY SEEDING TS >" g V j Establishment of ter r vc etative cover on disturbed areas that will not be brought to final * ,', is way, and gravel structures area applicable where vehicular traffic must be accommodated. 3.31 T$ g grade for DIVERSION Y grs PP periods of 30 days to one year by seeding with appropriate rapidly -growing plants.( ) -.1 ..:,_ 1.r.`i t Job Noa \/ Dv -' 96-.30 D V A permanent channel with a ridge on the lower side constructed across a slope to reduce slope length and * Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not be , ll 3.12 DIVERSION intercept and divert atormwater runoff a stabilized outlet at non -erosive velocities. 3.3 2 PERMANENT SEEDING PS Ps brought to final grade for a year or more or where permanent long-lived vegetative cover ;s needed on fine -graded areas. �F; Gf i t . TEMPORARY A small ponding area, formed by constructing an earthen embankment with a stone outlet across a ,� 3.13 ST drainage Swale, to detain sediment -laden runoff from small disturbed areas for enough time to allow most * *Ill Stabilizing fine -graded areas by establishing permanent grass stands with sod. Provides immediate SEDIMENT TRAP of the suspended solids to settle out. Maximum, effective life is 18 monthis. 3.33 SODDING SO so protection against erosion, and is* * FRANK.,D;•, 'I.. v g especially effective in grassed swales and water -ways or; in areas where an immediate aesthetic effect is desirable C�RTIFI ?�E NO .' � rt A temporary barrier•or dam with controlled stormwater release structure which is formed by constructing I' TEMPORARY an embankment of compacted soil across a drsainageway, It is used to detain sediment -laden runoff from . . - 71 P. : 'W �o .w drainage areas 3 acres or greater for enough time to allow most of the suspended solids to settle out. It *' * B E R M U DAG RASS & 3.14� SEDIMENT BASIN (:iB tin be constructed only where there is sufficient space and appropriate topography. Maximum effective 3.34 ZOYSIAGRASS. - - or Establishment of vegetative cover with hybrid bermudagrass or zoysiagrass b planting s, stolons or S J ONAL �'� life is 18 months unless designed as a anent nd b a qualified rottessional. /� Y . 8 8 * - ESTABLnSHMENT L plugs to stabilize fine -graded arras where establishment by sod is not preferred. . , A flexible tubing or conduit, used before permanent drainage structures acre installed, intended to conduct Dnte 1 1 1 96 TEMPORARY TAD concentrated runoff safely from the top to the bottom of a disturbed slope without causing erosion on or * . * Application of plant residues or other suitable materials to disturbed surfaces to prevent erosion and � 3.15 SLOPE DRAIN TS D below the slope. M U LC H I N G reduce overland flow velocities. Fosters plant growth by increasing available moisture and providing * Revision' , . 3.35 1. (�/� MU insulation against extreme heat or cold. Should be applied to all seeding operations, other plant materials which do not provide adcquaie soil protection by themselves, and bare areas which cannon be seeded due to the season but which still need protection to prevent soil loss. rk SA permanent concrete -lined channel constructed to conduct concentrated runoff from the top to the r 3.16 PAVED FLUME PF bottom of a slope without causing erosion on or, below the slope. * * SOIL STABILIZATION B ��t`^ The installation of a tective blanket reatinent Pro iT I) or a sot] stabilization mat (Trcatmerat 2) on a . 3.3 6 BLANKETS & MATTING M or prepared Planting of a steep slope, channel or shoreline. . • STORMWATERA permanent channel designed to carry concentrated flows without erosiom. Applicable to man-made - channels, including roadside ditches, and natural channels that arc modified to accommodate increased 3.17 CONVEYANCE SCC flows generated by land development; not generally applicable to major, continuous -flowing natural * TREES SHRUBS VINES These Stabilizing disturbed also by planting trees, shrubs, vines and ground covers where turf is not preferred. 3.37 /EG p pro food and shelter for wildlife as well as many other enviironmental streams. AND GROUND COVERS I - V benefits. Especially effective where ornamental plants are desirable and turf maintenance is difficult. `, CHANNEL • The installation of riprap channel sections and/or stilling basins below storrm drain outlets to reduce � ,, , . * . OUTLET PROTECTION a erosion and tender -cutting from aeouring at outieta and to >edtce now velmcities before atormwater enters * TREE PRESERVATION Protecting existing trees from mechanical and other injury during land -disturbing and construction activity 3.18 TP y receivingchannels below these outlets. 3:38 AND PROTECTION to ensure the survival or desirable trees where they will be effective for erosion and sediment control and . provide other environmental and aesthetic benefits, A permanent, erosion -resistant ground cover of large, loose, angular stone installed wherever soil 3.19 R I P RA P R R conditions, water turbulence and velocity, expected vegetative cover, etc., ,are such that soil may erode * * * * Reducing surface and au move Scale rn 39 D U S O during land disturbance, demolition or construction activities tT under design flow conditions, . - J T CONTROL' DC . �• _ in areas subject.to dust problems intorderuto prevent soil loss and reduce the presence of poltentiallY S NOTED C e substan . 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