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HomeMy WebLinkAboutARB201800144 Plan - Approved 2018-12-27 • 3000K Warm-White LED Wall Wash AZT Project Name: Location: 16070AZT3OR (Textured Architectural Bronze) Type: Qty: Comments: Ordering Information Product ID 16070AZT30R Finish Textured Architectural Bronze Available Finishes BBR,BKT,BKT,AZT,BBR, AZT Dimensions Weight 4.00 LBS Photometrics Color Rendering Index 80 Beam Angle Options 100 ,01 :taCgtieicalV 12V Operating Voltage Range 9-15V Qualifications Safety Rated Wet Warranty www.kichler.com/warranty Primary Lamping Light Source LED Dimensions Lamp Included Integrated Height 6.00" Lamp Type LED Length 5.25" Width 6.50" Klchler Now: K I C H L E R. 7711 East Pleasant Valley Road 1)Information provided is subject to change without notice. Cleveland,Ohio 44131-8010 AY values are design or typical values when measured under Toll free:886.558.5706 or kichler.com laboratory conditions. 2)Incandescent Equivalent:The incandescent equivalent as presented is an approximate number and is for reference only. L • r ,T '9: t - S..,:,,. ' - 1 • ?moo `5 '"8: � �►_ t"'. -. •..� .-,W:' SWIFT RUN GAP `T' ,y '''e' h. , •a^ - • ' 1', `'41• ENTRANCE ' '' SHENANDOAH A - - ,,, r „ _,� � , r •�w r..� A R K 4, �.� � �.. -�_ ; :a , ' p NATIONAL P T -- U-S. DEPARTMENT OF THE INTERIOR '�' t� �5,-.-.-,. ° SERVICE �f�r(, r (p it NATIONAL PARK • _^ Y .4" ,-��• -l , if _ _ F:N, • 1�• •i-i."L� �K • - - - .�_ — wow.... "a - L -— 'S dw a ' , —t •� lts'.+Y1r" ;' •tr4 tito , . • _1. • • "4-1 '" 4 `}ice-s.• z ' 6- - "° •_ " <'- - t - ; _ •• - Silverlake ASA Wallstone ,, , - i. ____ , h • � `�" r �tai^a'".`• c._L= `¢"�?` . „`. ' • FRAY'S CtRAIiT •a. .mot ‘11,14$ . I. . , ill",..z. 4. ♦/ any. , s ., ....• -,-, .1, ,:t,•:...P .• 401'‘'.'. ' . '-‘11114St-r.r:.-3.:' ' 1. . -. ._,•-• '•• s ' 4,;,. I /! }• 1`{, �,. t� ti - • e*• 14) 7--, .s, . .., \ t - 4. +`-' .-.!r•"w ',,- i.►'S. . '7 f -' a♦ .,C • ,sy,, 424.1i. ;; , ••• , - ? 't•2.}iti-..7„••'y L x -s ty _ _ - r • •j "S., E '✓, '.n � ' ]G'. �'•y • J•f`Ft{` rTr/ 7•if- ♦� . s�+1, _ . ._4 . - ._ t•�iebY - J .7 +- ... , - .41 i ' ` „X'•/; �'� =" �� " Stonework wrapped over top (no cap) at 15' wide by 18" high. '�'Pt • - .''' � ' •• l• .,N -: : -, . - ' L Design to reflect the character of the bridge stonework ' ,. �'•,,k in the Shanandoah National Park wa to rst reet studio PLANTING CHARACTER -TREES AND GRASSES OLD TRAIL ENTRANCE WALL STUDIES AND PLANTING LANDSCAPE ARCHITECTS 10 OCTOBER 2018 CIVIL ENGINEERS 9 I 20 0 20 40 -' 60 z " ■ ■ ■ ■ ■ ( LEGEND U-100' y •' 01 SCALE: 1"=20 ` 113.93' / ` ----I ' 1.0 FOOTCANDLES W ® rn o m CO ,g S 11°5324 , jp0 ((((////����2 z N ;� co co ®eg / / s 0.5 FOOTCANDLES FYIgi. 17 w V, ! Q win N a m 111 f ° O.1 FOOTCANDLES 00 m coi LL CO X m �� / 61 w 0.0 co aZ Ja= Sm \ /0.0 00-°.0• 0.0 O. 0.0 0.0 0.0 °.0 CO' 0.0 .�.° O.p 0.0 �0.0 0.0 0.0 0.0 0 �W co N no �. o.o �o° 0.o we v. Lj � �JC 0.0 O iJ, . 1 , �° 0•.0 4 0.0 V Q ¢ 0. 0.0 • 0.0 T .0 0.0 0.0 ,0 (Jl.n °0 00 O , 0.0 0.0 J O °° 0.0 c� °'0 0 °20. �o.0 0 0 0.o GENERAL CO Z J n NOTE:FOOTCANDLES WERE CALCULATED o.0 00 0.0 o.o 0 0 °'o • la° °� °'� °.o °p Q- o o.o 0.0 o. 0 11 i.0�0 0 ..° ° a°.p< °'o p PHOTOMETRIC zo a cc AT 3.5' ABOVE GROUND LEVEL. THIS 0. 0.0 o' ° o.o 0.0 0.0 °"0 °.o °p 0.p O¢ c=i 1°o °p .o °0 0.0 a, 00 ° o.o SCHEDULE IS THE HEIGHT OF A DRIVER'S EYE INb °"0 �0 0'o p0 °p 0, p0 ° " o� °o p0 g96 �> No °'0 .o - °'0 o.o .0 0.° °'0 c -�'<. ° °.o avaace f001fM'9O3 aos - 0.0 00. - a 0 0.0 0.° Om cr 0.° Ct WO <NJ E, O A VEHICLE AND BECAUSE THE LAMPS / o.o p.0 cc °'a o.o ay 1 o,p . 0 0' , o° 0 u�nuuu roonamus 19 O ¢o Z CO ` „/ 0.0 °� 0. WO Iit 0 0.0 , 0 0.0 p LLZ 0=� N N ARE POINTED UP TOWARDS THE SIGN YYY o 0.0 / .0 0.0 0 0 0.0 ° 0.0 °o" c ° a o-4 ` °•0 0.0 ° 0.0 O&M rmicumIES ao o5 O m 11 o1 0 NO FOOTCANDLES ARE REFLECTED 0..o 0.0 co 0.E p.p Dip. , ' mQ 0"o mNiuwmuumNu c aoo q ¢¢ M BACK TO THE GROUND SURFACE. pp °' ° 0.0 �° ° °0 0. °'0 vz r 0.0 0.0 o,°zo o.o o.o ° ,cC+.! o o.ot,e o Q. nano LLW FINALLY, RESULTS WERE TESTED AT S,YZ^ Y v°� aolj o.° N ° p.0� ° ° ° o.p 1j °1 ~O - °l° 0.0 "p IN) CO 0 p.0 0.0 /O 0 • 0.0 IMAM 10 M NU FC 193/aW Q ° J o.oJ o. . O.0 \ 0.o nano nalW Zo a I & 10' AS WELL AND IT WAS ° ° o v'' °.o a% o - ° °' 0 p °'0 0.0 AVERAGE TO MINIM rc ao3/MOO a m di f °.° °.° °.° °.° `I °.° a° a� nano0 7 >I DETERMINED THAT THESE LAMPS °° p o.o p ° :01'i J o.o °"o °.1 O/ .0 0. of a `0.o Hao. < ` 0.0 \ 2 �' rn ¢ cC PRODUCED 0.0 FOOTCANDLES AT THE o /p 0.0 °'0 0.0 / f° °p o. , �0 °° oI ° o.! a w ° b.° ag o o.o a0 0 �1W `RIGHT-OF- AY NOTE ALL NL GHTST WILLRBEEBRONZON. f o 0 0°p 00.0 0.00.o pop .0 0 0n°.° o.0 0i.po°.0�0 0 0 0 �T u'n°.0 1ao \ o ° 0 pl TH of o ` d✓ 0 ` 0@4, pfYAANODIZED. ° ° ° r 05° TW o. ° o.o ` o. 0I b 0 °° ° o.00 f ° o.o o.00.0 11 0 I .o o.00.o �. ° 0.0 ° o o e0. 47 ° 0.00. o.o O.o I ° °.° °.° °.° . 0 o0 0° ° 00.0 02 ° 0 0 0.0 p'. 0..c 0.0 a °� �fi ' =0 U 7 9 ° i0.o Tia_01,°,20"0-0°,1-9‘Doi oo Om ° ( c.o °. I0 f o.r0.° 700 0 0 pn o.o1 60 , 0.0 0 / -1'o ° Jimm L. Ta art° �^ ° ' � � ° o.o - o.o °.o o.o !; °.0 0� . o �` p 0 Lic. No. 99q.0 00� .o.., .pp0 ,�� I ° 0 •e ( o.o p i :\'i V/; o.o• °.o '4, 22641 44 ° d , 1 4b ° clo l �� ° ,:° _ br \\ off, 11-3U-18 14/ 0 o ti io o.o p o.o o.L� v - £p ' \ -°.° 0, Ii �q °.o rt , �' -^9- _ov �, 0.0 O.0 'vST ONAL V" o.o ofl'0 o.00.0 0 ' v. ¢o Q0O.o I 0.. 4..` p ° 0.0 b.\0.0 02` 0.0 APPROXIMATE LOCATION °'0 jo.0 0 ° o.o � 0 0 o'y 0 °° 0.0 p o o. 0 0 o o by- - -- OF OVERHEAD UTILITY - 06 ° 0 ° ° °o o. 0.0 o.p �1 `W o 0 ° o LINE. CONTRACTOR TO - ° o.0 0 I° p 0 07 W . o.o 0.0 00 o.o o.o I o.o °' o.o °\ \ 0 o z L1J Q USE EXTREME CAUTION °.° °t 0 °l I °p -* ! 0.0 0. ° °Trdf F 'oe o 0 - - - z 0 0 0 0 44 -` 0.0 0 � ^'a-�'- ,p I� ° t+ ,n °Ie. ° o� ° V LV WHEN OPERATING 0 N0 a. 4 , ' ° o.0 00 +l ,4F{I�°CGo OITFR 7 r �� ° o Q EQUIPMENT IN VICINITY 0 0 • ° 0 p 00, p0 00 0.0 0. 0 01 ° r OF POWER LINES. o ° p ° 0/�� , 5 0.0o.o o.oll to o.0 � ° 0 o o X HSFHALTe T 7AIL e< a 1 w 0 p 0.0 '" • 11 .J_J 0 0 0 pe / 1 c.o o.o o.o °.° 4 it ° oa' ax °" S 75°42 OC' Vd 312.18E Q Q z A Ja o 0 0 0.0 0.0 //I ° 0. od 0 %N Qv o.o °x °.o \; .0 .0 ' a ° 0H OH OH . . . �\f`."' _ OH OH 0 °x n 0 p °� II o .0 0.0 0.0 , px ry /y� ad 0 ° .0 o "®' a° °H ° 0 \_ ° ' v0.0 .: !0 n OH °H - L li �-�- m p CH OH °°H ° 0 /� p 0.0 0 0 ..\ ax ° ° / OH W aF+rW,yJi a OH ° °'0 ° px ° OH 0 ax 40_0 0 o.° 0 0 o EX. TRAFFIC CONTROL BOX CC Q J _- ox cS /5°40'4&��. W' 841.2..` 0 0 0px ovau ° o.0 0 , •../;p o.o 0 ° 0 0 00 N 58'17'45 'tV c.o `` o.0 0 G Q 0.0 0 0 0.0 0.0 , , �f p.p EX. PEDESTRIAN CROSSING SIGNAL O ?- POLE ° 0.0 ° 0.0 0 ° 0.° °.o 0.0 0. 0.44' o.o o.o o.otan L L F o.oQo o.o ° q oo -• %a POLE CONC BASE = 708.2 °'0 R f o S 32°37'2500 W 00 0.0 PBLE°'g0&'a ASE 0 o r p. POLE BASE = 708. 6 Traffic o.0 p.0 ,/ o.o o.o °'0 °'0 b:o - O Q z +f POLE TOP 734. 7 Polk O. 0 O..0 0.0 ` '00 0.0 0p 0.0 0.0 0.0 °'0 P i BASE 4b7,p 4-/- 0Lon -G(]P = 7.0.'2 o-. W +:` A GROUND T707 6727. 4 0.0 0.0 0.0 0.o a.o o.o 0.00 0.0 -o.o 0.0 0.0 00 °p0 0.0 0.0 0.0 po p0 0.0 + -m7E�1JIV(b o06 1c209° 0. 5. 0- O OU o.o o.o o.o- o.o c.o O,.' - EX. TRAFFIC POLE °.o 0.0 o.° o.o 0.0 0.0 40 °.° o.o o.o o.o 0.0 0.0 0.0 0.0 O.0 °.° x 0.0 0.0 0.0 Q . . '" BENCHMARK °° US ROUTE 250 ROCKFISH GAP TURNPIKE z40 VARIABLE WIDTH PUBLIC RIGHT-OF-WAY o� ,; - e SHEET: OF 1 u r ithaard J6S(Ah 1$ E GROPEN s-*' 1766 Scottsville Road s-3 1/I Charlottesville,VA 22902 y —..- (434)295-1924 www.gropen.com 3-4 3/4" 4 t `ir 1 ( HDU CAP 1 ` fY ' PAINTED PMS COOL GRAY I IC --- ---- t t cI -}�`^ T—ttl.�- . N POWDER COATED CNC CUT STEEL PANEL \ : _ PAINTED PMS COOL GRAY 1I C J '... - , e/e- ...• / J LJ \\:-\\ ., 1.11.10011. 1 0:2) CLIENT rJ�ji1)1' Ir OLD TRAIL VILLAGE hint DAVI oldtrailvillage.net DAVID BROCKMAN --v 45° 1k E `. 4I ' Co'. `� ,, irik ti. cz PROJECT 1, OLD TRAIL ENTRACE SIGNS et m , --- q .� MATERIALS FAI/4"THICK-STUDMOUNT Er i` I CNC CUT ALUMINUM LETTERS �:" r�� . . :`,l,r� i RAISED ABOVE FACE �• ^',�'�..� w 4 COLORS t - r K1 SEE NOTES NICHIHA FIBER CEMENT PANELING fi, tf VINTAGE WOOD-CEDAR MAIN SIGN PLAN EPc7czF _ 3/4"=7-0" WITH TALUMINIM BACKER ---'�� N AND FRAME -I PMS COOL GRAY IIc— - FONTS - ���`�4 N' POWDER COATED CNC CUT STEEL PANEL Y �1 1,70 /`I4, f PMS COOL GRAY I lc i 4a Hiy{`'if PROJECT LEAD 4-X4-STEEL TUBE POWDER COATED C.Kilmartin TO MATCH STEEL PANELS nYP.) - PMS COOL GRAY I 1 c ; 1 DRAWN BY r : L - 1 BLUESTONE CAP 1 Ti ----� ) C.Kilmartin HELD STONE BASE ORIGINAL ISSUE PROOF HOURS WELDED SIGN FRAME BOLTED b 11/26/18 1 1 TO CONCRETE FOOTER I I ON a-BOLTS SET IN THE Poorer L I I _ RE-ISSUE DATES s-O MAIN SIGN ELEVATION 2 It i.=7-IT MAIN SIGN ELEVATION 1 =z-0 PAGE NUMBER r Screen and print colors may differ from selected color specification. With the exception of previously copyrighted work furnished by client,the above rendering remains the exclusive property of Gropes,Inc. 30103 True-color samples available on request. This design may not be copieef in whole or in part without the written consent of Gropen,Inc. ?o</AA - AIR SITE DATA OWNER / DEVELOPER: MARCH MOUNTAIN PROPER71ES LLC CONTACT. DAVE'BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 100 CELL: (702)-985-9088 CROZET,, VA 22932 do yeVoldtrail village. com PLAN PREPARER: ROUDABUSH, GALE, & ASSOCIATES 172 SOUTH PANTOPS DRIVE CHARLOTTESWLLE, VA. 22902 (434)-977-0205 TAX MAP PARCEL No: A PORTION OF 055E-01—A3 and A PORTION OF 55E-01--A4 Tr�l�/lm%l 0 LLj V1 LLA%,,, �SC AND SWM LA C(JU,NTY OF ALBEMARLE, VIRGINIA ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA-04-024 APPROVED ON SEPTEMBER 14, 2005 MAGISTERIAL DISTRICT WHITE HALL MAGISTERIAL DISTRICT STORMWA7FR MANAGEMENT AS DEFINED BY THE OVERALL STORMWA7FR MASTER PLAN (WP0201600009), APPROVED 4/25/2016. THIS PROPOSED EN7RY FEATURE DEVELOPMENT ON BLOCKS 34 AND 19 REQUIRE APPROXIMATELY A TOTAL OF 0.03 LB/YR OF PHOSPHORUS REMOVAL. THERE IS CURRENTLY SURPLUS OF 7REATWENT ACREAGE IN THE SWM MASTER PLAN, WHICH IS UNDERSTOOD TO BE SUFFICIENT COVERAGE FOR WA7FR QUALITY REQUIREMENTS UN77L THE FINAL WPO PLAN FOR THESE BLOCKS ARE APPROVED BY ALBEMARLE COUNTY ENGINEERING. WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY LOUISA AERIAL SURVEYS, AUGUST 2012 ROUDABUSH GALE & ASSOC. TOPOGRAPHIC FIELD SURVEY, OCTOBER 2018 BENCHMARK: WEST 7RAFFIC POLE CONC BASE = 708.2 DA 7UM: VER77CAL — NA VD 88, HORIZONTAL — NAD 83 - CRITICAL SLOPES. • NO CRI77CAL SLOPES EXIST WITHIN 7HE PROJECT LIMI 7S FLOODPLAIN: HIS PROJECT IS NOT LOCA7E'D Wl7HIN FLOODPLAIN. LIMITS AS ;SHOWN ON FLOOD INSURANCE RA 7E MAP. COMMUNITY PANEL NUMBER 510003 O237 D. EFFEC77 VE DA 7E. FEBRUAR Y 4. 2005. LANDSCAPING: TO BE SUBMITTED UNDER SEPARATE COVER LIGH77NG: TO BE SUBMIT7E0 UNDER SEPARA7F COVER NO EVIDENCE OF A BURIAL S17F WAS FOUND ON THIS POR77ON OF PARCELS THERE ARE NO S7REAM BUFFER(S) WI THIN OR DIRECTLY ADJACENT TO THE PROJECT S17F THE PROJECT S17F IS NOT LOCA7FD WITHIN AN AGRICULTURAL —FORESTAL DISTRICT. THE PROJECT SITF IS LOCATED WI7HIN THE WA7ERSHED OF A PUBLIC WA7ER SUPPLY RESERVOIR. VICINITY' A SCALE: 1 "=1000 FEET SHEET INDEX SHEET 1---------- COVER SHEET SHEET 2--------- EXISTING CONDITIONS/EROSION CONTROL PLAN/DETAILS SHEET 3---------- DRAINAGE COMPLIANCE MAP SHEET 4---------- EROSION CONTROL NARRATIVE SHEET 5---------- LANDSCAPE PLAN/DETAILS EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR 30 PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT EX. EP PROPOSED EDGE OF PAVEMENT EP EXISTING CURB AND GUTTER EX. C&G PROPOSED CURB ANDi GUTTER CG-6 TRANSITION FROM CG-6 ROLL-TOP CG 6 _ ROLL-TOP EX. 15" RCP EXISTING STORM SEWER — - PROPOSED STORM SEWER 1 `° RCP EXISTINGSANITARY SEWER C PROPOSED SANITARY SEWER PROPERTY LINE EASEMENT LINE _ CENTERLINE_..----_�__-- LIMITS OF CLEARING AND/OR GRADING EXISTING SPOT ELEVATION +12.0 PROPOSED SPOT ELEVATION ; 12.0 LIMITS OF DEMOLITIONI EXISTING FLOODPLAIN ..-....... ............ STREAM BUFFERa EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE 1 EXISTING WATERLINE W/ TEE - PROPOSED WATERLINE W/ TEE EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT C� EXISTING WATER VALVE PROPOSED. WATER VALVE PROPOSED WATER METER EXISTING REDUCER C PROPOSED REDUCER 1 HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD. VDOT CG-12 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR (�z} INDICATES THE NUMBER OF TYPICAL PARKING SPACES BENCHMARK CRITICAL SLOPE SLOPES TO BE SEEDED, MULCHED & TACKED VEHICLES PER DAY COUNT PROPOSED STREET NAME SIGN -T- EXISTING SIGN - PROPOSED SIGN f ._...... - SANITARY MANHOLE IDENTIFIER \ "/ STORM DRAIN STRUCTURE IDENTIFIER /12 DATE: 10-19-2018 SCALE: NA_. JOB: 8053 '-- CONTOUR INTERVAL: NA SHEEP: OF 05 e9_ .J__ lY"L/// kl�24V� W1 / C�_// 311' � I Q• w f} I VARIABLE WIDTH % , SLOPE EASEMENT i S 111'5324",E/ (COUNTY) DB 2886 PG 134-155 (PLAT) I ,_ „LJ Q 'r- �1� w / o I , a EXISTING FENCE TO BE REMOVED oo EXISTING LANDSCAPING TO BE REMOVED �� w �I TO COINCIDE WITH PROPOSED LANDSCAPE PLAN BY ARCHITECT i J TMP 055EO-01-00-000A ., MARCH MOUNTAIN PROPERTIE<S, LLC,; ' I BLOCKS 24, 33 AND 34 DB 4954 PG 14 PLAT DB 3973 PG 134-139 (PLAT.), II EXISTING TREELINE III u TO REMAIN. THE PROPOSED LANDSCAPE PLAN POSES NO xj III f ..H IMPACT TO THE EXISTING WOODED 4 ,\° II ' J�' AREA AND IS BASED ON THE NATURAL TREE LINE FIELD LOCATED I _- BY RGA OCTOBER 2018 I _ KIS°_ , APPROXIMATE LOCATION EXISTING MULCH BEDS TO BE REMOVED OF OVERHEAD UTILITY LINE. CONTRACTOR TO EXISTING SIGNAGE TO BE REMOVED USE EXTREME CAUTION ' WHEN OPERATING 1 I ®, • • I r I .. I ;t. Z 0y .^. 115' VEPCO ESMT. Cn LO q- I i DB 3656 PG 1 L0 v Cn C` CYjCn ©rr Q ;- a' I X LLJ I ,v e I cra I LO C " VARIABLE WIDTH SLOPE ESMT. DB 2886 PG134 MANAGED SLOPES PER ALBEMARLE COUNTY CIS NOTE: PHOTOMETRIC AND LANDSCAPE PLAN TO BE SUBMITTED UNDER SEPARATE COVER TW = TOP OF WALL BW = BOTTOM OF WALL VARIABLE WIDTH SLOPE EASEMENT (COUNTY) DB 2886 PG 134-155 1�\_ (PLAT) i CONSTRUCTION VEHICLES TO USED THIS AREA FOR STAGING AND PARKING. EXTREME CAUTION TO BE USE WHEN DRIVING OVER THE I c I I I "• a 0 I �I 0 I I 0 Z� s ®; , 'r S 111'53'24" E' 7°4; r ram- � ' cn .9 LLJ 1 �r •w Q 4- `{ �-15' VEPCO ESMT. I DB 3656 PG 1 VARIABLE WIDTH SLOPE ESMT. DB 2886 PG134 MANAGED SLOPES PER ALBEMARLE COUNTY GIS IN �� tl II TP PROPERTIES, LLC I '•I X BLOCK19 "•z�. r lei '�, DB 4968 PG 390-391 (PLAT) rX DB 3975 PG 223-228 (PLAT) 3 w SF I. x 707 TW I \I 0 705.5 BW 3 I � SOIL LINE (TYP.) A'�� I \\ SOIL TYPE: 81 B ------------ .'.. PROPOSED ENTRY ___---�---- x FEATURE SIGN TYP \ _ _ SOIL TYPE: 7B 727.5 '� A� •�X:ASPHA`LT'TR`AIL V' EX. TRAFFIC POLE a w ' ' v i . ' 4 ' ' , " a- OF \& q w ' • p 11 . . ' OH i -' " EX.SIGN U - I EX.SIGN °H S 75.42 00 W 312.18 - ' � •r EQUIPMENT IN VICINITY �,.,_.•_•�-�" OH. OH °H LINES. I OH OH °" . y�._,�_...;. , .. OH S 75'42 00 W 312.18 --- OH -� AH d ' ` ;° OH OH .1,... OH OH O OH OH .J a OH °" O" OH OH OH OH OH 0 OH H OH OF POWER. LINES. '� jjQH ---- OH OH OH f �` OH OH ° OH *a -! •. OH _._-�- OH I OH OH OH O q• .1 �• OH - OH I H OH OH OH 0" OH- __ OH -�_ " a OH H OH - OH °H OH OH OH °" --�- OH 0 OH - OH. '. OH " OH -_---- OH °" OH OH OH OH OH OH. `.. OH � 75'40'48". W 841.23 °" °" °H °H „ EX. TRAFFIC CONTROL BOX - _ S 75'40'48". W 841.2;3 °" °" Y • EX. TRAFFIC CONTROL BOX °H OH IA,�T N 58°17 46 1' W 0--- EX. PEDESTRIAN CROSSING SIGNAL -'°H ----- °" yA�T N 58�50 44' W'- EX. PEDESTRIAN CROSSING SIGNAL 50.44 POLE CONC BASE = 708.2 S 32'37'25 W POLE CONC BASE = 706.7 POLE BASE = 708.6 32.42' POLE BASE = 707.1 +/- POLE =7727.4 +/- POLE TOP = 733.2 Q +/- GROUND 707.6 +/-ARM CENTER = 725.9 +/- GROUND 706.1 0 EX. TRAFFIC POLE U BENCHMARK US ROUTE 250 ROCKFISH GAP TURNPIKE Q w I-- Lo i ; ' I LIMITS OF DISTURBANCE L0 CO N I I' ; EXISTING TREELINE TO BE / o N_ '� N __ ....._ I' : x J m coI ,I REMOVED TO MATCH CURB. ' % i / w O 120 a Q 0 I t I ,..,. 9 r &f, . J I 706 TW LANDSCAPE PLAN J Y }sI �k 1¢ a `' =t 704 BW - < ;' I _y w I ,� i TMP 055EO-01-00-000A4 TMP 055EO-01-00-000A4 ') , I,twr ' �wr» = ARCH MOUNTAIN w I �' 'cr r 706 TW o I MARCH MOUNTAIN CE w r z � ;� F<�X OD I I X M EX.SIGN �t I 4. I ._ „ �• vs rn 704 BW t PROPERTIES, LLCNj w , it BLOCK19 �-- x o' • I ' Imo' �s DB 4968 PG 390-391 (PLAT) f I I X DB 3975 PG 223-228 (PLAT) TMP 055E0-01-00-000A3 f lil 706 TLC 704 BW W" w . I MARCH MOUNTAIN PROPERTIE , ,., "'� J I �. I '� EXISTING MULCH BEDS TO BE REMOVED BLOCKS 24, 33 AND 34� ' 706 rTW ® DB 4954 PG 14 (PLAT) i 704 BW DB 3973 PG 134-139 (PLAT) 707 TW SOIL LINE (TYP.) PROPOSED ENTRY 705.5 BW / .I 7�at".•.•.•.... FEATURE SIGN (TYP) �V 4 x i SOIL TYPE: 81 B I ! II _ _ 1 .. \ _, --�'o�-..., ~�, 0 ' � j� �`• DECORATIVE LANDSCAPE WALLS (TYP) D ' - - - -"- LIMITS OF DISTURBANCE C P 0.11 AC r s \ .._- -- APPROXIMATE LOCATION OF x X-"= x \ ..._.. SOIL TYPE:713 SF (b L_ OVERHEAD UTILITY LINE. a I +/ A CENTER CONTRACTOR TO USE EXTREME a� i �X,:ASPHALT 'TR`AIL• ' CAUTION WHEN OPERATING I a" ; EX. TRAFFIC POLE I EQUIPMENT IN VICINITY OF POWER VARIABLE 1 1 +I -ARM CENTER 728.1 EXISTING SCALE: 1 1 ®CONSTRUCTION ENTRANCE PERMANENTnP _ 'VDI'CZA ki-L TABLE 25 TOTAL LBS. PER ACRE MINIMUM CARE LAWN - COMMERCIAL OR RESIDENTIAL 175-200 LBS. - KENTUCKY 31 OR TURF -TYPE TALL FESCUE 95-100% - IMPROVED PERENNIAL RYE GRASS 0-5% - KENTUCKY BLUEGRASS 0-5% HIGH MAINTENANCE LAWN 200-250 LBS. - KENTUCKY 31 OR TURF -TYPE TALL FESCUE 100% GENERAL SLOPE (3:1 OR LESS) -,KENTUCKY 31 FESCUE 128LBS. - RED TOP GRASS 2 LBS. - SEASONAL NURSE CROP* 20 LBS, LOW -MAINTENANCE SLOPE (STEEPER THAN 3:1) - KENTUCKY 31 FESCUE 108 LBS. - RED TOP GRASS 2 LBS. - SEASONAL NURSE CROP* 20 LBS. - CROWN VETCH** 20 LBS. TOTAL 150 LBS. *USE SEASONAL NURSE CROP IN ACCORDANCE WITH SEEDING DATES AS STATED BELOW: FEBRUARY 16TH THROUGH APRIL 30TH............ ANNUAL RYE MAY 1 ST THROUGH AUGUST 15TH ................ FOXTAIL MILLET AUGUST 16TH THROUGH OCTOBER 31ST........... ANNUAL RYE NOVEMBER 1ST THROUGH FEBRUARY 15TH ...... • .ANNUAL RYE *** SUBSTITUTE SERICEA LESPEDEZA FOR CROWNVETCH EAST OF FARMVILLE, VA (MAY THROUGH SEPTEMBER USE HULLED SERICEA, ALL OTHER PERIODS, USE UNHULLED SERICEA.) IF FLATPEA IS USED IN LIEU OF CROWNVETCH, INCREASE RATE TO 30 LBS./ACRE. ALL LEGUME SEED MUST BE PROPERLY INNOCULATED. WEEPING LOVEGRASS MAY BE ADDED TO ANY SLOPE OR LOW MAINTENANCE MIX DURING WARMER SEEDING PERIODS; ADD 10- 20 LBS./ACRE IN MIXES, I Ps PERMANENT SEEDING FERTILIZATION AND MAINTENANCE z N co 706 TW 705.25 BW 1 707 TW 705.5 BW •t 1, 707 TW 706 BW iI ", 1-- 1 706. TW 705.25 BW II 707 TW 705.5 BW 707 TW 706 BW POLE CONC BASE = 708.2 S 32'37'25" W POLE CONIC BASE = 706.7 POLE BASE = 708.6 32.42' POLE BASE = 707.1 +%-ARM =7727.4 +/- POLE TOP = 733.2 a +/- GROUND 707.E EXISTING TREES LINE TO COINCIDE WITH +/-ARM CENTER = 725.9 LANDSCAPE PLAN (SUBMITTED UNDER +/- GROUND 706.1 0 EX. TRAFFIC POLE SEPARATE COVER TABLE 24 Maintenance Fertilization for Permanent Seedings Use Soil Test Recommendation or Rates Shown Below Seeding Mixture Formulation Lbs. per Lbs. per Time Mowing Acre 1000 sf Tall fescue makes 10-10-10 500 11.5 Yearly, or as *Not closer than 3" if up 70% or more or 400 9•2 needed fall occasional mowing is of cover. 30-10-10 . desired. Crownvetch Spring the year Do not mow crownvetch Service lespedeza 0-20-0 400 9•2 following establishment Birdsfoot trefoil and every 4-5 years thereafter. Fairly uniform Fall the year Not required. not closer stand of Tall following than 4" if occasional Tescue & Service 5-10-10 500 11.5 establish- ment mowing is desired, and lespedeza, or and every 4-5 then in fall after seed Birdsfoot Trefoil. years thereafter. has matured. Weeping Spring the year Not required. not closer Lovegrass & following than 4" if occasional Service lespedeza 5-10-10 500 11.5 establishment mowing is desired, and fairly uniform plant and every 3-4 fall after sericea has distribution years thereafter. matured. Red & chewin s g 20-10-10 250 5.8 September, 30 Mow no closer than 2" for red fescue and Ky fescue, Kentucky days later December, May bluegrass; and closer bluegrass, hard 20-10-10 100 2.3 20-June-30, if than 3" for fescue. fescue mixture: needed. EROSION AND SEDIMENT CONTROL LEGEND S F 3.10 x SILT FENCE D C 3.39 DC TS 3.31 TS DUST CONTROL TEMPORARY SEEDING P S 3.32 PS PERMANENT SEEDING US ROUTE 250 ROCKFISH GAP TURNPIKE VARIABLE WIDTH PUBLIC RIGHT-OF-WAY L SCALE:PROPOSED CONDITIONS 1 .•.,. �,. TABLE 26 TEMPORARY SEEDINGS BY RATES, DEPTHS, AND DATES Seeding Rate Platting Seeding zones � and Seeding Date Species (1) Per Lbs/1000 7a and 7b 6b_ 6a and 5b acre Sq. ft (Inches) 2/1- 6/1- _ 8/15- 311- 5/1- 8/15- 3115- 611- 4/30 8/14 11/30 4130 8/14 11115 5131 7/31 Choose one: BY BY Barley 2.5 bu. 2.80 1-2 X - 10/16 X - 10/15 X - Oats 3 bu. 2.21 1-2 X - - X - - X - Rye (4) 2.5 bu. 3.22 1-2 X - X X - X X - ar e or Rye lus 150Ibs. 3.45 1 X X 10/15 X X 10115 X X Foxtail X X X X X X X X millet 5 Weeping lovegrass_U6 4lbs. 0.09 1/4-1/2 - X - - X - - X Annual ryegrasS 50lbs. 1.15 1/4-112 X - 11/1 X - 11/11 X - Millet (7) 50 lbs. 1.15 1/2 - X - - X - - X (1) Applicable on slopes of 3:1 or flatter (2) Refer to figure A - Adopted from USDA, AIRS Miscellaneous Publication #1475, January 1990 (3) Between fall and spring seeding dates, use mulch only if ground is frozen and reseed when thawed (4) May be used as a nurse crop for late faillearly winter permanent seedings, add 56 Ilbstac. to the permanent seeding mixture (4) Maryland State Highway Administration Temporary Seed Mix (5) May be used as a nurse crop for mid -summer permanent seedings. Add 2 Ibs/ac to permanent seed mix. (6) May be used as a nurse crop for mid -summer permanent seedings. Add 10 Ibs/ac_ to the permanent seeding mix. SUGGESTED TEMPORARY SEEDING MIXTURE FERTILIZER: 10-20-10: 1,000 LBS/ACRE SEPTEMBER-FEBRUARY 15: 50% ANNUAL RYE & 50% WINTER RYE 100 LBS/ACRE FEBRUARY 16-APRIL 30: ANNUAL RYE 100 LBS/ACRE MAY -AUGUST: GERMAN MILLET 50 LBS ACRE OTHER OPTIONS EXIST SEE VA EROSION AND SEDIMENT CONTROL HANDBOOK. -8 20 40 60 1 CONSTRUCTI01"v OF A �S�IL T _F,' VC E (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH F UPSLOPE ALONG THE LINT; Of' STAKES. i} 6'PAX. --� ---•.=-� ��- � , �f�fii -�-,'/� ---•.�- �TlA� --,`' ,�' t„ I 3. STAPLE .FILTER MATERIAL 4. BACKFILL .AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOI.L.. IT INTO THE TRENCH. � J f 1 a � ,� Cx t1 •- _..- -, � • r�M IIII / -••. -- � � SOURCE: Adapted from Installation of_._Straw and _._Fabric _...I'ilttr-Barriers _.for..Sediment,..Control,VA. DS',tiC PLATE. 3.10-2 Slierevood and ifyant SUGGESTED PERMANENT SEEDING MIXTURE LIME: 2 TONS/ACRE FERTILIZER: 10-20-10 1,000 LBS/ACRE MARCH -MAY 15: KENTUCKY 31 FESCUE 200 LBS/ACRE, ANNUAL RYE 20 LBS/ACRE MAY 16-AUGUST 15: KENTUCKY 31 FESCUE 200 LBS/ACRE, FOXTAIL MILLET 20 LBS/ACRE AUGUST 16-OCTOBER: KENTUCKY 31 FESCUE 200 LBS/ACRE, ANNUAL RYE 20 LBS/ACRE NOVEMBER-FEBRUARY: KENTUCKY 31 FESCUE 200 LBS/ACRE, WINTER RYE 20 LBS/ACRE w PROTECTION *' DETAIL R CONSTRUCTION * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE FOR CURB PROTECTION IN CONJUNCTION WITH CONSTRUCTION ENTRANCE • a 0 � O N m L- N Z ¢:D ZO W W z Cn ® oC OU jQ QZ? W W QU Q I cq Q ? QT U rn Z. d- WO 000 �? C j az c -1 4, W W c� o „ U � Q zo W rn L �d co rR � d- V W Z � W o a :*$ AI,T H op Jimmy L. Taggart Lic. No. Q .o"o� 11 304118 tis'�� �SS10NA1, E� zW QZ Z � � c) � O G > Q Q W LL W O Z G Q I- F_ L O w \ U W z ::) E-4 W/ t,.J ° W DATE: 10-19-2018 SCALE: 1" : 20' JOB: 8053 CONTOUR INTERVAL: 2 FEET SHEET: �_ 2 OF 05 �j��yLvt'r4 �ROION AND SEDIMENT CONTR�LNARRATIVE PRIOR TO CONSTRUCTION 1. OWNER SHALL POST SURETY BONDS FOR CONSTRUCTION, EROSION & SEDIMENT CONTROL. 2. CONTRACTOR SHALL OBTAIN PERMITS TO WORK WITHIN STATE RIGHT-OF-WAY (VDOT LAND -USE PERMIT). BONDING FOR WORK WITHIN THE AI VDOT RIGHT-OF-WAY MAY BE REQUIRED TO OBTAIN THE PERMIT. 3. CONTRACTOR SHALL COORDINATE WITH OWNER TO OBTAIN VSMP PERMITS, AS REQUIRED BY THE STATE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). 4. CONTRACTOR SHALL OBTAIN LAND DISTURBANCE PERMIT FROM THE COUNTY OF ALBEMARLE PRIOR TO BEGINNING CONSTRUCTION. 5. APRE -CONSTRUCTION CERTIFIED LAND MEETING WITH THE ENGINEER, THE R I DISTURBER, AND THE ENVIRONMENTAL INSPECTOR MAY ALSO BE REQUIRED. ALLOW 72 HOURS FOR COORDINATION AND SCHEDULING OF PRE -CONSTRUCTION MEETING. PROJECT DESCRIPTION THIS PROJECT PROPOSES TO ADD 4 DECORATIVE LANDSCAPING WALLS, ENHANCED LANDSCAPING AND SIGNAGE AT THE ENTRANCE OF OLD TRAIL DRIVE AS AN ENTRY FEATURE TO OLD TRAIL VILLAGE. LIMITS OF DISTURBANC E WILL INCLUDE APPROX. 0.15 ACRES. EXISTING SITE CONDITIONS CURRENT CONDITIONS OF THE AREA CONSISTS OF MODERATE TREE COVER, HEDGES, WOODEN FENCE, SIDEWALK, AND AN "OLD TRAIL VILLAGE" SIGN ON THE NORTH WEST ENTRANCE CORNER OF OLD TRAIL DRIVE. ADJACENT AREAS THE PARCELS ON EITHER SIDE OF OLD TRAIL DRIVE IS OWNED BY MARCH 0 MOUNTAIN PROPERTIES, LLC AND IS UNDEVELOPED WOODED LAND. OFF -SITE AREAS HAULED BE ALL ALL EXCESS MATERIAL GENERATED AS PART OF THIS PROJECT SHALL H TO A LOCATION WITHIN THE OLD TRAIL DEVELOPMENT THAT HAS BEEN APPROVED BY THE COUNTY OF ALBEMARLE COMMUNITY DEVELOPMENT DEPARTMENT. REMOVED WHEN IT REACHES ONE-HALF OF THE DESIGN VOLUME OF THE WET STORAGE. 5. TEMPORARY SEEDING OR OTHER STABILIZATION METHODS, SUCH AS BASE AGGREGATE WILL FOLLOW IMMEDIATELY AFTER REACHING FINAL GRADES. 6. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A MAINTAINED. IS GOODS AND AREAS SHOULD BE FERTILIZED AND T RE -SEEDED AS NEEDED TO ESTABLISH GROWTH.. 7. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 8. DURING FINE GRADING OPERATIONS, MAINTAIN ALL DIVERSION DITCHES TO THE SEDIMENT TRAPS. THE SEDIMENT TRAPS SHALL REMAIN FUNCTIONAL THROUGHOUT INSTALLATION OF THE STORM SEWER INLETS, PIPES,OUTFALLS. 9. INSTALL SILT FENCE INLET PROTECTION TRAPPING MEASURES AT EACH INLET LOCATION WITHIN THE DITCH WHERE APPLICABLE. 10. WHILE THE SEDIMENT BASIN REMAINS FUNCTIONAL FOR THE DISTURBED AREA, INSTALL THE PERMANENT EXTENDED DETENTION PONDS AND OUTLET PROTECTION MEASURES PER THE SPECIFICATIONS. 11. AFTER BEING NOTIFIED BY THE EROSION AND SEDIMENT CONTROL ADMINISTRATOR, THE TEMPORARY EROSION AND SEDIMENT CONTROLS CAN BE CLEANED UP OR REMOVED, AND THE SEDIMENT TRAPS CAN BE FILLED IN AND SEEDED, THEREBY REDIRECTING DRAINAGE TO THE PERMANENT FACILITIES. 12. THE STORMWATER MANAGEMENT FACILITIES SHOULD BE CHECKED REGULARLY BY THE HOMEOWNERS ASSOCIATIONS TO ENSURE THAT THEY ARE STRUCTURALLY SOUND AND HAVE NOT BEEN DAMAGED BY EROSION. THE SHALL BE CHECKED REGULARLY TO ENSURE THAT EMERGENCY SPILLWAY H H T ITS LINING IS WELL ESTABLISHED AND EROSION RESISTANT. GRASS SHALL BE KEPT MOWN BELOW A HEIGHT OF 15" AND THE OUTLET SHOULD BE CHECKED FOR CLOGGING. THE DAM SECTION SHALL BE. KEPT FREE OF D ONAL MAIN ENANCE SAPLINGS OR TREES.(REFER TO THE AD ITI T SPECIFICATIONS) SOILS 81 B - THURMONT LOAM (2% TO 7% SLOPES) PERMANENT STABILIZATION DEEP, NEARLY LEVEL AND WELL DRAINED. STARTING AT SURFACE LAYER TO ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH STRAW & SUBSTRATUM, SOIL LAYERS CONSIST OF LOAM, CLAY LOAM, LOAM AND COBBLY SEED IMMEDIATELY FOLLOWING FINISHED GRADE. SEEDING SHALL BE DONE WITH SANDY LOAM. PERMEABILITY IS MODERATE WHILE AVAILABLE WATER CAPACITY IS KENTUCKY 31 TALL FESCUE IN ACCORDANCE TO STANDARD AND SPECIFICATION MODERATELY HIGH TO HIGH. HAZARD OF EROSION IS SLIGHT. 3.32, PERMANENT SEEDING, OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ANY FERTILIZER AND LIME APPLICATIONS SHALL BE IN ACCORDANCE 713 - BRADDOCK LOAM 2% TO 7% SLOPES) ( WITH SOIL TEST RESULTS. ALL SEEDED AREAS WILL BE STRAW MULCHED TO DEEP, NEARLY LEVEL AND WELL DRAINED. STARTING AT SURFACE LAYER TO PROTECT AGAINST RILL EROSION AND TO PRESERVE SOIL MOISTURE THAT WILL SUBSTRATUM, SOIL LAYERS CONSIST OF LOAM AND CLAY. PERMEABILITY IS ENHANCE SEED GERMINATION. CRIMPING, PUNCH ROLLER -TYPE ROLLERS, OR MODERATE WHILE AVAILABLE WATER CAPACITY IS MODERATELY HIGH. HAZARD OF TRACK WALKING MAY BE USED TO INCORPORATE STRAW MULCH INTO THE SOIL ON EROSION IS SLIGHT. SLOPES IF STRAW IS TO BE USED. CRITICAL AREAS EROSION CONTROL MAINTENANCE A. WETLANDS AND STREAM CROSSINGS 1. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE NONE. CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: B. STEEP SLOPES NONE, 2.. THE CONSTRUCTION ENTRANCE SHALL BE CHECKED DAILY FOR SOIL BUILDUP. IF THE ENTRANCE BECOMES CLOGGED WITH SOIL AND FAILS TO STRUCTURAL PRACTICES PREVENT THE TRANSPORTATION OF SOIL ONTO THE ROADWAY, ADDITIONAL 1. SAFETY FENCE (3.01) - A TEMPORARY SAFETY FENCE SHALL BE STONE, REPLACEMENT OF STONE, OR A WASH -RACK MAY BE REQUIRED. CONSTRUCTED WHERE DEEMED NECESSARY DURING CONSTRUCTION TO PROTECT THE MANHOLES AND SANITARY LINE FROM CONSTRUCTION TRAFFIC. 3.. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. CLOSE ATTENTION SHALL BE 2. TEMPORARY CONSTRUCTION ENTRANCE (3.02) - A TEMPORARY PAID TO THE REPAIR OF DAMAGED SILT FENCE RESULTING FROM END RUNS CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT SITE ENTRANCE OFF OF AND UNDERCUTTING. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR OLD TRAIL DRIVE. BECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED 3. ROAD STABILIZATION (3.031 - ACCESS ROADS, PARKING AREAS, AND OTHER ON -SITE VEHICLE TRANSPORTATION ROUTES SHALL BE STABILIZED WITH STONE IMMEDIATELY AFTER GRADING. 4. SILT FENCE BARRIER (3.05) - SILT FENCE BARRIERS WILL BE INSTALLED TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN. 5. SUPER SILT FENCE BARRIER - WIRE -REINFORCED SILT FENCE BARRIER WILL BE INSTALLED TO FILTER RUNOFF FROM SHEET FLOW AS INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN. VEGETATIVE PRACTICES 1, SURFACE ROUGHENING (3.29� - ALL AREAS WITH A GRADE STEEPER THAN 3:1 SHALL BE STAIR -STEP GRADED OR GROOVED (PLATE 3,29-4) TO AID IN GRASS ESTABLISHMENT, INCREASE INFILTRATION, AND TO SLOW RUNOFF VELOCITIES. 2. TOPSOILING & STOCKPILING (3.30) - TOPSOIL WILL BE STRIPPED FROM AREAS TO BE GRADED AND STOCKPILED FOR LATER USE. STOCKPILES ARE TO BE STABILIZED WITH TEMPORARY VEGETATION OR TO HAVE SILT FENCE INSTALLED ALONG THE LOWER PERIMETER TO PROTECT DOWNSTREAM AREAS. 3. TEMPORARY SEEDING (3.31)-- AREAS NOT BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 14 DAYS SHALL BE STABILIZED WITH A TEMPORARY SEED MIXTURE ACCEPTABLE FOR THAT TIME OF YEAR. CRIMPING, PUNCH ROLLER -TYPE ROLLERS, OR TRACK WALKING MAY BE USED TO INCORPORATE STRAW MULCH INTO THE SOIL ON SLOPES IF STRAW IS TO BE USED. 4. PERMANENT SEEDING (,3.34 - AREAS BROUGHT TO FINAL GRADE OR THOSE CONSTRUCTION AREAS THAT WILL REMAIN DORMANT FOR YEAR OR MORE SHALL BE STABILIZED WITH A PERMANENT SEED MIXTURE ACCEPTABLE TO THAT TIME OF YEAR. PREPARE SURFACE WITH APPROVED TREATMENT AND ADDITIVES PRIOR TO APPLYING SEED. 5. MULCH (3.35). - PLANT RESIDUES OR OTHER SUITABLE MATERIALS SHALL BE APPLIED TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW VELOCITIES. THIS PRACTICE SHOULD BE APPLIED TO ALL SEEDING OPERATIONS, OTHER PLANTER MATERIALS WHICH DO NOT PROVIDE ADEQUATE SOIL PROTECTION BY THEMSELVES, AND BARE AREAS WHICH CANNOT BE SEEDED DUE TO THE SEASON BUT WHICH STILL.NEED PROTECTION TO PREVENT SOIL LOSS. CRIMPING, PUNCH ROLLER -TYPE ROLLERS, OR TRACK WALKING MAY BE USED TO INCORPORATE STRAW MULCH INTO THE SOIL ON SLOPES IF STRAW IS TO BE USED. 6. EROSION CONTROL BLANKETS (3.36) - EROSION CONTROL BLANKETS IN CONJUNCTION WITH PERMANENT SEEDING WILL BE INSTALLED ON ALL SLOPES STEEPER THAN 3:1 FOLLOWING GRADING. EROSION CONTROL BLANKETS WILL ALSO BE INSTALLED IN DITCHES WHERE POTENTIAL EROSIVE VELOCITIES MAY EXIST AS DETERMINED BY ENGINEERING CALCULATIONS, THIS WILL PROTECT FROM RILL AND GULLY EROSION. 7. TREE PROTECTION (3.38) THE TREE FENCE BARRIER WILL BE INSTALLED TO PROTECT THE TREES OUTSIDE OF THE LIMITS OF DISTURBANCE AS INDICATED ON THE EROSION AND SEDIMENT CONTROL PLAN. 8. DUST CONTROL (3.39) - DUST CONTROL METHODS MUST BE USED TO REDUCE THE AMOUNT OF AIRBORNE DUST DURING ALL PHASES OF CONSTRUCTION WHERE SOIL IS EXPOSED OR DISTURBED. MANAGEMENT STRATEGIES 1. CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BE SEQUENCED, AND ALSO BEGIN AND END AS QUICKLY AS POSSIBLE. 2. THE CONSTRUCTION ENTRANCE AND PERIMETER EROSION CONTROL MEASURES SUCH AS TREE PROTECTION AND SILT FENCE SHALL BE INSTALLED AS THE FIRST STEP OF DISTURBANCE. 3. SEDIMENT BASIN MEASURES SHALL BE INSTALLED WITH PERIMETER SILT FENCE PRIOR TO ANY GRADING AND SHALL BE SEEDED AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 4. THE SEDIMENT BASIN SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EVERY RUNOFF PRODUCING STORM EVENT. SEDIMENT SHOULD BE PROMPTLY. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED, AND SEEDED. 4.. DIVERSION DIKES SHALL BE INSPECTED AFTER EVERY STORM AND REPAIRS MADE TO THE DIKE, FLOW CHANNEL, OUTLET, OR SEDIMENT TRAPPING FACILITY AS NECESSARY: ONCE EVERY TWO WEEKS, WHETHER A STORM EVENT HAS OCCURRED OR NOT, THE MEASURE SHALL BE INSPECTED AND REPAIRS MADE IF NEEDED. DAMAGES CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 5., STORMWATER CONVEYANCE CHANNELS (WHERE APPLICABLE): 5.1. GRASS LINED CHANNELS - DURING THE INITIAL ESTABLISHMENT, GRASS LINED CHANNELS SHOULD BE REPAIRED IMMEDIATELY AND RE-ESTABLISHED IF NECESSARY. AFTER GRASS HAS BECOME ESTABLISHED CHANNEL SHOULD BE CHECKED PERIODICALLY TO THE DETERMINE IF THE GRASS IS WITHSTANDING FLOW VELOCITIES WITHOUT DAMAGE. IF THE CHANNEL IS TO BE MOWED, IT SHOULD BE DONE IN A MANNER THAT IT WILL NOT DAMAGE THE GRASS. 5.2. RIPRAP-LINED CHANNELS - RIPRAP LINED CHANNELS SHOULD BE CHECKED PERIODICALLY TO ENSURE THE SCOUR IS NOT OCCURRING BENEATH FABRIC UNDERLINING OF THE RIPRAP LAYER. THE CHANNEL SHOULD ALSO BE CHECKED TO DETERMINE THE STONES ARE NOT DISLODGED BY LARGE FLOWS. 5.3. IF SEDIMENT IS DEPOSITED IN A GRASS -LINED CHANNEL, IT SHOULD BE REMOVED PROMPTLY TO PREVENT DAMAGE TO THE GRASS. SEDIMENT DEPOSITED IN A RIPRAP CHANNEL SHOULD BE REMOVED WHEN IT REDUCES THE CAPACITY OF THE CHANNEL. 6., CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EVERY RUNOFF PRODUCING STORM EVENT. SEDIMENT SHOULD BE REMOVED WHEN IT REACHES ONE-HALF OF THE ORIGINAL HEIGHT OF THE MEASURE. REGULAR INSPECTIONS SHALL BE MADE TO INSURE THE CENTER OF EACH DAM IS LOWER THAN THE EDGES. EROSION CAUSED BY HIGH FLOWS AROUND THE EDGES OF THE DAM SHOULD BE CORRECTED IMMEDIATELY. 7., THE EARTHEN EMBANKMENTS SHALL BE CHECKED REGULARLY TO ENSURE THAT IT IS STRUCTURALLY SOUND AND HAS NOT BEEN DAMAGED BY EROSION OR CONSTRUCTION EQUIPMENT. 8., THE STORMWATER MANAGEMENT FACILITIES SHOULD BE CHECKED REGULARLY BY THE HOMEOWNERS ASSOCIATIONS TO ENSURE THAT THEY ARE STRUCTURALLY SOUND AND HAVE NOT BEEN DAMAGED BY EROSION. 9. THE EMERGENCY SPILLWAY SHALL BE CHECKED REGULARLY TO ENSURE THAT ITS LINING IS WELL ESTABLISHED AND EROSION RESISTANT. GRASS SHALL BE KEPT MOWN BELOW A HEIGHT OF 15" AND THE OUTLET SHOULD BE CHECKED FOR CLOGGING. 10. THE DAM SECTION SHALL BE KEPT FREE OF SAPLINGS OR TREES.(REFER TO THE ADDITIONAL MAINTENANCE SPECIFICATIONS) 11. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RE -SEEDED AS NEEDED. IN THE EVENT THAT THE APPLIED SEEDING FAILS TO TAKE HOLD, BLANKET MATTING SHALL BE PLACED IN APPROPRIATE AREAS DEEMED NECESSARY BY THE ENGINEER OR EROSION CONTROL INSPECTOR. SEQUENCE OF CONSTRUCTION 1. AFTER OBTAINING ALL REQUIRED PERMITS THE CONTRACTOR SHALL COORDINATE A PRE -CONSTRUCTION MEETING, ALLOWING 72 HOURS FOR ITS COORDINATION. 2. CLEARING AND GRUBBING SHALL FIRST BE LIMITED TO THAT NECESSARY TO INSTALL SILT FENCE. ALL PERIMETER CONTROLS MUST BE MADE FUNCTIONAL PRIOR TO ANY UPSLOPE LAND DISTURBANCE THAT TAKES PLACE. 2.1. SILT FENCE SHALL BE INSTALLED ON THE DOWNHILL SIDE OF THE INTENDED LIMITS OF DISTURBANCE. 3. PRIOR TO ADDITIONAL CLEARING AND GRUBBING, THE CONTRACTOR SHALL COORDINATE INSPECTIONS, AS REQUIRED BY THE COUNTY OF ALBEMARLE. 4. CLEAR AND GRUB THE REMAINDER OF PROJECT AREA. 4.1. THE LAND DISTURBANCE SHALL BE .RESTRICTED TO THE LIMITS OF DISTURBANCE SHOWN IN THE APPROVED EROSION CONTROL PLANS, 5. STOCKPILE TOPSOIL ON A PERMITTED SITE WITH A SWPPP I PP WITHIN AN AREA P ON THE PROPERTY OWNED BY OLD TRAIL. INSTALL SILT FENCE AT THE PERIMETER OF STOCKPILE(S). 6. DENUDED AREAS SHALL DRAIN TO AN APPROVED EROSION CONTROL MEASURE AT ALL TIMES DURING CONSTRUCTION. 7. CONTRACTOR SHALL COORDINATE INSPECTIONS, AS REQUIRED BY THE ABBEMARLE COUNTY SERVICE AUTHORITY, PRIOR TO MAKING THE SEWER SYSTEM OPERATIONAL. 8. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 9. LIME, FERTILIZE AND APPLY TEMPORARY OR PERMANENT SEEDING TO ALL DENUDED AREAS IMMEDIATELY AFTER ACHIEVING FINAL GRADES. 10. ALL PERMANENT SLOPES STEEPER THAN 3:1 SHALL RECEIVE STABILIZATION WITH LANDSCAPING VEGETATION HARDIER THAN GRASS, WHICH WILL NOT REQUIRE MOWING. 11. AFTER. SITE IS STABILIZED AND PERMISSION IS OBTAINED FROM THE EROSION CONTROL INSPECTOR, REMOVE SILT FENCING AND OTHER REMAINING EROSION CONTROL MEASURES. EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS. PERMANENT STABILIZATION 'SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. CONTRACTOR SHALL ESTABLISH A STABILIZED SITE, AND NOT ALLOW ANY SEDIMENT TO EXIT THE PROJECT LIMITS. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. CONTRACTOR TO PROTECT STOCKPILE AREAS WITH SILT FENCE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION, CONTRACTOR SHALL ESTABLISH A VEGETATIVE COVER ON ALL DENUDED AREAS. 4. SEDIMENT BASINS AND TRAPS,` PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSL OPE LAND DISTURBANCE TAKES PLACE. CONTRACTOR SHALL ESTABLISH THE PERIMETER CONTROLS OF SUPER SILT FENCE AS THE FIRST STEP OF THE LANIDS DISTURBANCE FOR THIS PROJECT. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AFTER EACH RAINFALL EVENT. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. THERE ARE NO SEDIMENT TRAPS OR BASINS PROPOSED. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED.THERE ARE NO PROPOSED CUT OR FILL SLOPES. HOWEVER, THE CONTRACTOR IS TO RESTORE THE PROJECT AREA T0 EXISTING GRADE. IF THE: AREAS WITH NATURALLY STEEP SLOPES ARE FOUND TO BE ERODING EXCESSIVELY AFTER ONE YEAR, CONTRACTOR IS TO PROVIDE ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.MAXIMIZE SHEETFLOW AND GROUNDWATER INFILTRATION 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL :BE PROVIDED. CONTRACTOR TO NOTIFY ENGINEER AND COUNTY EROSION CONTROL INSPECTOR. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT.THERE ARE NO STORM SEWER INLETS PROPOSED. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.THERE ARE NO STORMWATER CONVEYANCE CHANNELS OR PIPES PROPOSED. 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NON -ERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NON -ERODIBLE COVER MATERIALS. CONTRACTOR SHALL FOLLOW THE VESCH CHAPTER 3.25 UTILITY STREAM CROSSING REQUIREMENTS FOR THE TWO INTERMITTENT STREAM CROSSINGS. 13. WHEN ALIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NON -ERODIBLE MATERIAL SHALL BE PROVIDED. CONTRACTOR SHALL FOLLOW THE VESCH CHAPTER 3.25 UTILITY STREAM CROSSING REQUIREMENTS FOR THE TWO INTERMITTENT STREAM CROSSINGS. 14. ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET.CONTRACTOR SHALL FOLLOW FOLLOW ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE TWO INTERMITTENT STREAM CROSSINGS. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED. CONTRACTOR SHALL FOLLOW THE VESCH CHAPTER 3.25 UTILITY STREAM CROSSING REQUIREMENTS FOR THE TWO INTERMITTENT STREAM CROSSINGS. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RE -STABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER. F. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.CONTRACTOR TO ADHERE TO THE APPLICABLE STANDARD FOR PRIVATE AND PUBLIC UTILITY. INSTALLATION. 17. CONSTRUCTION WHERE R N TRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. CONTRACTOR SHALL MAKE PROVISIONS TO KEEP ADJACENT ROADS CLEAN FROM SOIL BUILD-UP. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. CONTRACTOR SHALL STABILIZE SITE, AND OBTAIN INSPECTOR APPROVAL PRIOR TO REMOVING EC MEASURES. UPON APPROVAL OF THE ENVIRONMENTAL INSPECTOR, INSTALL INFILTRATION AREAS AND CONNECT ROOF DRAINS. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR ACCORDANCE N DU DURATION R I WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MAN-MADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS: THIS PROJECT DOES NOT INCLUDE ANY ADDITIONAL IMPERVIOUS SURFACES AND THE PROJECT AREA WILL BE RESTORED TO ITS EXISTING CON IDTIONS.THEREFORE WILL NOT PRODUCE ANY ADDITIONAL STORMWATER RUNOFF. A. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL .OR MAN-MADE RECEIVING CHANNEL, PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE SYSTEM SHALL BE PERFORMED. B. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED USING THE VSMP CHANNEL PROTECTION CRITERIA. STORMWATER DISCHARGES ARE CLASSIFIED INTO ONE OF THREE TYPES OF CHANNEL. (1) "MANMADE STORMWATER CONVEYANCE SYSTEM" MEANS A PIPE, DITCH, VEGETATED SWALE, OR OTHER STORMWATER CONVEYANCE SYSTEM CONSTRUCTED BY MAN EXCEPT FOR RESTORED STORMWATER CONVEYANCE SYSTEMS OR, (A) THE MANMADE STORMWATER CONVEYANCE SYSTEM SHALL CONVEY THE POST -DEVELOPMENT PEAK FLOW RATE FROM THE TWO-YEAR EVENT WITHOUT CAUSING EROSION OF THE SYSTEM DETENTION OF THE STORMWATER OR DOWNSTREAM IMPROVEMENTS MAY BE INCORPORATED INTO THE APPROVED LAND -DISTURBING ACTIVITY TO MEET THIS CRITERIA AT THE DISCRETION OF THE STORMWATER PROGRAM ADMINISTRATIVE AUTHORITY. (B) THE PEAK DISCHARGE REQUIREMENTS FOR CONCENTRATED STORMWATER FLOW TO NATURAL STORMWATER CONVEYANCE SYSTEMS SHALL BE MET. QDEVELOPED <= I.F. * (QPRE-DEV. * RVPRE-DEV.) / RNDEVELOPED UNDER NO CONDITION SHALL QDEVELOPED > Q PRE-DEV.' NOR SHALL QDEVELOPED BE REQUIRED TO BE LESS THAN THAT QFOREST *RVPRE-DEV.)/RVDEVELOPED OR IN ACCORDANCE WITH ANOTHER METHODOLOGY THAT IS DEMONSTRATED BY THE VSMP AUTHORITY TO ACHIEVE EQUIVALENT RESULTS AND IS APPROVED BY THE BOARD. (2) "NATURAL STORMWATER CONVEYANCE SYSTEM" MEANS THE MAIN CHANNEL OF A NATURAL STREAM AND THE FLOOD -(PRONE AREA ADJACENT TO THE MAIN CHANNEL OR, (3) "RESTORED STORMWATER CONVEYANCE SYSTEM" MEANS A STORMWATER CONVEYANCE SYSTEM THAT HAS BEEN DESIGNED AND CONSTRUCTED USING NATURAL CHANNEL DESIGN CONCEPTS. RESTORED STORMWATER CONVEYANCE SYSTEMS INCLUDE THE MAIN CHANNEL AND THE FLOOD -PRONE AREA ADJACENT TO THE MAIN CHANNEL. (A) THE DEVELOPMENT SHALL BE CONSISTENT, IN COMBINATION WITH OTHER STORMWATER RUNOFF, WITH THE DESIGN PARAMETERS OF THE RESTORED STORMWATER CONVEYANCE SYSTEM THAT IS FUNCTIONING IN ACCORDANCE WITH THE DESIGN OBJECTIVES. (B) THE PEAK DISCHARGE REQUIREMENTS FOR CONCENTRATED STORMWATER FLOW TO NATURAL STORMWATER CONVEYANCE SYSTEMS SHALL BE MET. SEE 19(B)(1)(B). WORK AREA PROTECTION & MAINTENANCE 1. ALL FENCES REQUIRED TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL BE SALVAGED, STORED, PROTECTED AND RE -INSTALLED BY CONTRACTOR AT THE DIRECTION OF AND LOCATION DESIGNATED BY THE PROJECT MANAGER. IF SUCH FENCE MATERIAL CANNOT BE REUSED DUE TO DAMAGE CAUSED BY CONTRACTOR, CONTRACTOR SHALL INSTALL NEW FENCE OF THE SAME TYPE OF MATERIAL. TEMPORARY FENCING REQUIRED BY PRIVATE PROPERTY OWNERS SHALL BE PROVIDED BY CONTRACTOR. CONTRACTOR IS ADVISED TO CONTACT PROPERTY OWNERS AT LEAST FORTY-EIGHT (48) HOURS IN ADVANCE OF REMOVING ANY FENCE IN ORDER TO COORDINATE RELOCATION AND/OR PROTECTION OF ANY ANIMALS AND TO ESTABLISH T H AND N CONFIRM WITH THE OWNER THE PRE -CONSTRUCTION CONDITIONO A C TR F ANY FENCE TO BE REMOVED, DISTURBED OR REPLACED. 2. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY (FOLLOWING ISSUANCE OF VDOT APPROVAL) AND ANY TEMPORARY OR PERMANENT EASEMENT (FOLLOWING VERIFICATION OF EXISTENCE OF EASEMENT) SHOWN ON THE PLANS. HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO GAIN AND COORDINATE ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF MATERIALS THEREON SHALL BE COORDINATED WITH VDOT AND THE PROJECT MANAGER. CONTRACTOR'S FAILURE TO SO NOTIFY AND COORDINATE WITH PROPERTY OWNERS AND/OR THE PROJECT MANAGER MAY RESULT IN DELAYS. 3.CONTRACTOR SHALL, AT HIS EXPENSE MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE. 4. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE RESTORED BY A LICENSED SURVEYOR AT CONTRACTOR'S EXPENSE. 5.CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEET THE REQUIREMENTS AND INTENT OF THE LOCAL EROSION CONTROL ORDINANCE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES OR TEMPORARY CULVERTS REQUIRED TO PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS, VEGETATION 1. PRIOR TO REMOVING ANY VEGETATION, CONTRACTOR SHALL MEET WITH THE PROPERTY OWNERS AND THE PROJECT MANAGER TO REVIEW THE LIMITS OF CONSTRUCTION AND OBTAIN PERMISSION TO REMOVE VEGETATION REQUIRED TO DO THE WORK. 2.TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE PROJECT MANAGER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR OR HIS SUBCONTRACTORS, SHALL BE REPAIRED OR REPLACED BY CONTRACTOR AT NO ADDITIONAL COST. 3. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK ON EACH SITE. TOPSOIL, SEED, FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH ESC AUTHORITY STANDARDS ON ALL DISTURBED AREAS. A PERMANENT STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. 4. THE ACT OF RESEEDING SHALL NOT QUALIFY AS "STABILIZED". THE CONTRACTOR SHALL BE RESPONSIBLE TO ESTABLISH VEGETATION, NOT SIMPLY APPLY SEED AND MATERIALS. a OF a 0 � O ^ 2 0D 0) EO N < N zO 2 O� BOO e. Lu Z cc W J OU J � � kZ wy CO o Or � VQ ON vr J cr N W co 20 U rn to d- ❑ O Q CO W LL Ir Oa OLL 0.Lu J i (n 4 W W � OO co U0 Q Z 0 Or- W �rn c0 W Z ZI, c W W J ��LTH OF D1 Jimmy L. Taggart Lic. No. 304 1 1118 SSIo NAL "-' z rWV W � z 0 E--+ � ac CL J z GLJJ O t!) 1 W m L� < O Q U Q I-- ° z U o Z Z U) :) W W0 o w DATE: 10-19-2018 SCALE: NA JOB: 8053 CONTOUR INTERVALl NA SHEET: OF 05 NOTE: THE PROPOSED LANDSCAPE PLAN POSES NO IMPACT TO THE EXISTING WOODED AREA AND IS BASED ON THE NATURAL TREE LINES FIELD LOCATED BY ROUDIABUS, GALE AND ASSOC. INC. OCTOIBER 2018. NOTE: THIS LANDSCAPE PLAN MATCHES THE PLAN SUBMI FTED BY THE ARCHITECT. (5) AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' (6) CERCIS CANADENSIS / EASTERN REDBUD (5) CORNUS FLORIDA 'APPALACHIAN SPRING' / FLOWERING DOGWOOD 06- PC'SH' ENTRY 'A S ``' t� S'iIiLa;ililfia"Itso.' krvicebeuy 8"H. 1Y qSHOW � r-fol lsf-erm. spedrig C e. i"ds c uI r n1115 -WrWi R'-_�b e QJI 50 f _�6 L M �A W n6 -w1rAbark, ih l W-dde o f�°�r� "'.Ahup .q, 1n '` F-I oelfi 11 Dbqjvjbdej A S SHOW N UB (fij1 fii f (f%, m,V a 1 t 4.e! > 1 �4 �''aav� `+F A.l. �. '.}.i 'L �: •Yi.17M .;K•^.m� i Ali k! 3 _ rwur� IJg u 'ro g " I f a W 0,C 3 Gul. 2 S�dfxgtrl '104 idii fre Me-1/w kw 2tv, file, 4�' O.C. 3 tel: p Q ­j LOj nc f i i i fC t C\A ? I t WARM % I I ! e I, I j I I I I a_ SEASON GRASSES {; (20) ILEX CRENATA 'GREEN LUSTRE' / JAPANESE (20) ILEX CRENATA 'GREEN LUSTRE' / JAPANESE HOLLY - 36" O.C. ` t HOLLY - 36" O.C. I ` (8) SYRINGA MEYERI 'PALIBIN' / DWARF (8) SYRINGA MEYERI 'PALIBIN' / DWARF LILAC - 4'8' O.C. LILAC - 48 O.C. I + + pr. Ij4 + +� I j I i; i !j j ji! E •'� i ' + + } _ . `� , �. � i j i � � i 3 f � � �' i � /i� �•.d' . , \, _+ .fir i +v + + (30) ILEX CRENATA 'GREEN LUSTRE' / JAPANESE <<; _ _ _ _ _% _ __ -1 (30) ILEX CRENATA 'GREEN LUSTRE' / JAPANESE HOLLY - 36" O.C. I f +: +: + - HOLLY - 36" O.C. ;, _' + + : + : + (16) ROSA RUGOSA / RUGOSA + + o + + (16) ROSA RUGOSA / RUGOSA + + ROSE 48" O.C. I j ROSE - 48 O.C. ._. . d iff , +o: + + + %+ (8)' SYRINGA MEYERI 'PALIBIN' / E E rt fl DWARF LILAC - 48' O.C: ! { I i I +v. + + + + (8) SYRINGA MEYERI 'PALIBIN' DWARF LILAC - 48" O.C. 0l l ....... _.. _ 14 f I i `., ' f +oa + + + + + + \f+ +v + + + + + rj I ' k k 14 tt ;i 1i ✓ LAWN f `' P- t f r r•.r k; WM ssgisjffsss¢srsp o d -_ - -- 10 0 10 20 30 l t SCALE: 1 "=10' NOTE: PHOTOMETRIC AND LANDSCAPE PLAN TO BE SUBMITTED UNDER SEPARATE COVER TW = TOP OF WALL BW = BOTTOM OF WALL (2) AMELANCHIER X GRANDIFLORA 'AUTUMN BRILLIANCE' '' Ji'�J , � I•I (i' , A1111r r: (3) CERCIS CANADENSIS / EASTERN REDBUD (3) CORNUS FLORIDA 'APPALACHIAN SPRING' / FLOWERING DOGWOOD — <E � dl sf I i ,� t_ <b w, ua U rnm W N 2 Q� Z 0 10 Z 910 V �V� Jz Q. r� c W G co r W O 00 .4z ZQ U (c) i CV ® c� C) W� O� u. ? c o�: � cc o � aW wLO ()0�w Q CO z 0 W 0rn cY) 1J W Z T o�'�� ALH op GIB o� 97, Jimmy L. Taggart Lie. No. .o28 �'o11 2304 118 SIONAL E _ W W <( YZ LL \ E- G (J� W LL. ® Z < T_ }_ '/` _ w , O co Z � W -..-� W z o U DATE: 10-19-2018 SCALE: V : 10' JOB: 8053 CONTOUR INTERVAL: 2 FEET SHEET: OF 05 lo-IWI(f