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HomeMy WebLinkAboutSDP200200130 Plan - Approved Final Site Plan and Comps. 2003-05-12I �d C) 0 d m N 1 1�6 t7' b S�TE DATA MNAL MTE DEVELOPMENT PLANS FOR KllA AUTO DEALERSHM LOT A - A PORT�ON OF TM 78 PARCEL 9 Dr� 11,91 PAGE 359 1 FRO 1 111 11 DGM1 I LEGAL REFERENCE: TM 78, PARCEL 9 SOURCE OF TITLE FOR PARCEL 9: DB 1911 PAGE 359 OWNER: ALBEMARLE HOTEL, LLC P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 DEVELOPER: C. W. HURT CONTRACTORS P.O. BOX 8147 CHARLOTTESVILLE, VA 22906 ATTIC: KATURAH ROELL ZONING: HC - HIGHWAY COMMERCIAL EC - ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: FIELD SURVEY BY RIVANNA ENGINEERING AND SURVEYING. SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA AERIAL SURVEYS. USGS DATUM BENCHMARK: FINISHED FLOOR OF EXISTING BUILDING. ELEV = 463.10 SETBACKS: FRONT YARD: BUILDING -30' FROM PUBLIC R/W PARKING - 10' FROM PUBLIC R/W SIDE YARD: NONE REAR YARD: NONE MAXIMUM BUILDING HEIGHT: 35' PAVING SPECIFICATIONS: PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL 2" - SM 9.5 SURFACE MATERIAL SIDEWALKS: 4" - 3000 PSI :CONCRETE DUMPSTER PAD: 5" -- 3000 PSI CONCRETE CURRENT USE: HOTEL PROPOSED USE: AUTOMOBILE SERVICE AND SALES PARKING SCHEDULE: REQUIRED: AUTOMOBILE: 1 SPACE PER 1500 SF OF DISPLAY AREA. TOTAL DISPLAY AREA = 11,792 SF CUSTOMER SPACES = 11,792 SF/1500 SF = 7.9 2 SPACES PER SERVICE BAY 4 SERVICE BAYS 2 = 8 SERVICE SPACES 20 EMPLOYEES/2 10 EMPLOYEE SPACES PROVIDED: 8 CUSTOMER SPACES 8 SERVICE SPACES 10 EMPLOYEE SPACES 31 TOTAL LOADING SPACES REQUIRED: 0 LOADING SPACES PROVIDED: 1 LAND USE SCHEDULE: PRE -DEVELOPMENT % POST -DEVELOPMENT % BUILDING: 5,600 SF 7.5 8,280 SF 11.1 PAVED: 19,500 SF 26.2 57,019 SF 76.6 PERVIOUS: 49,605 SF 66.3 9,406 SF 12.3 TOTAL: 74,705 SF 100 74,705 SF 100 III I 101 WE FT Mr. 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE, 4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE MAXIMUM LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. S� T E SPEC� R C NOTES 1., MAXIMUM NUMBER OF EMPLOYEES FOR AUTOMOBILE SALES SHALL BE 20. 2. THE EXISTING SIGN SHALL REMAIN AND BE REVISED IN THE FUTURE. A PERMIT APPLICATION SHALL BE SUBMITTED FOR APPROVAL AT THAT TIME. 3. PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED. SIGN STATING 'CUSTOMER PARKING ONLY' SHALL BE PLACED AT EACH CUSTOMER SPACE. SIGNS STATING 'EMPLOYEE PARKING ONLY' SHALL BE PLACED AT EMPLOYEE PARKING AREA. 4. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE, 5. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 6. TRASH REMOVAL: ONE DUMPSTER SHALL BE PROVIDED AT LOCATION SHOWN ON PLAN. 1. EXISTING LANDSCAPING CONSISTS PRIMARILY OF GRASSED AREAS. 8, PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING. '9, A PROPOSED 810-FILTER IS SHOWN ON THE PLANS. THE STORMWATER MANAGEMENT VOLUME RrQUIREMENTS SHALL BE SUPPORTED BY EXISTING WESTMINISTER REGIONAL POND ON PARCEL. 128, SINCE LUXOR HAS NOT BEEN CONSTRUCTED, THIS FACILITY SHALL BE REMOVED WHEN THE NORTH PANTOPS REGIONAL FACILITY IS CONSTRUCTED (SDP-02-123). 10. THE BUILDING MUST INCLUDE SPRINKLER SYSTEM. 11. A SUBDIVISION PLAT FOR LOT A IS IN THE APPROVAL PROCESS. 12. A PARK BENCH SHALL BE INSTALLED NEXT TO THE SWM FACILITY AS THE RECREATIONAL AMENITY REQUIRED BY CONDITION #6 OF SPECIAL USE PERMIT. I CONDMOM, OF SPE0AL USE PERMT SP 2002-027 WAS APPROVED BY THE ALBEMARLE COUNTY BOARD OF SUPERVISORS WITH THE FOLLOWING CONDITIONS: 1, VEHICLES SHALL NOT BE ELEVATED, 2. VEHICLES SHALL BE DISPLAYED ONLY IN THE AREAS INDICATED FOR DISPLAY AS SHOWN ON THE SITE PLAN, 3. THE USE SHALL NOT COMMENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF APPROPRIATENESS BY THE ARCHITECTURAL REVIEW BOARD. THIS SHALL INCLUDE APPROVAL OF LANDSCAPING & LIGHTING PLANS, 4. IN ADDITION TO LANDSCAPING REQUIRED BY CONDITION THREE, THE APPLICANT SHALL PROVIDE TREES ALONG THE INTERIOR DRIVE IN FORTY FEET (40') ON CENTER, TWO AND ONE-HALF INCH (2 Y") CALIPER, AT THE BOTTOM OF THE SLOPE, PROVIDE A MIX OF SCREENING TREES, SCREENING SHRUBS, AND ORNAMENTAL TREES THROUGHOUT THE SLOPES TO SOFTEN APPEARANCE. 5, THE OPEN CHANNEL EXITING 810-FILTER (LINED W/EC-3) SHALL BE CHANGED TO STORM SEWER PIPING TO THE SATISFACTION OF THE ENGINEERING DEPARTMENT. 6, THE STORM WATER BMP FACILITY WILL BE DESIGNED AS A RECREATIONAL AMENITY COMPATABLE WITH THE ADJACENT RESIDENTIAL DEVELOPMENT. 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS, THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IS NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. M NESMU"� I Mim MLL 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO A,NY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS ANDS STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED, 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PILAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED, THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED. DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 6. ALL TRAFFC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). �Lwll � I �1 11 �1. �1 � I I I �! 1�1*011111_ 1 of 6 COVER SHEET 2 of 6 SITE PLAN 3 of 6 LANDSCAPE/UTILITY PLAN 4 of 6 LIGHTING PLAN 5 of 6 PARCEL PLAN 6 of 6 DETAIL SHEET Benchmark --W/E-- Existing Waterline --0/E-- Overhead Electric Power Pole Exist Light Pole 11-0 Prop. Light Pole MH Manhole SCALE: 1" = 1000' 500 Existing Elevation/Contour x [500] Proposed Elevation 500 Proposed Contour BPD Backflow Prevention Device SCC Stormwater Conveyance Channel CPP Corrogated Polyethylene Pipe Slopes o I E ua to or Gre ater Th an 25 P q APPROVALS PLA KING DEPARTMENT ZONING DEPARTMENT IN' F' CTIONS DEPARTMENT/FIRE OFFICIAL � Jzh_� � K" �4'qt t f � ,�� SERVICE AUTHORITY • 1Z& ENGINEERING DEPARTMENT VIRGINIA DE[D RT ENT OF TRANSPORTATION �V 1A VIRGINIA HEALTH DEPARTMENT 130,�RD OF ARCHITECTURAL REVIEW S C44gv� FIRE OFFICIAL rn C"� CO to co � flD MW C5 co rn w� 14 W rn CQ Cn o 0 PLTH 0F�/ TIMO Y R. MILLER CERTIFICATE No. �, 30542 o,�, -7 - 0 NN�� �SSIONAL LNG Revisions: N0. DESCRIP TION DATE 3 m rn o � � rn o E o z � z U � iL- o ri W n C U �C) o C) N O s O Q a a 0 0 0 .c1d w � �-+ O O � w o W E­4 � c1d Cd V .o •� Sheet No. of 6 0 CD M ce) to 05 00 'M'd' ER 6 C) s Ga —1 00 pil r '2 N .................... 45 '7 I"Alf,,KING 2 Proposed VIC - MOPOSED P,4'*�> �F. .4 0ainijnq Wall" ­7S 452\ Max Height -a' I -STORY (D F99 I Autoff4otive Service e a CdC11 N� 4-Boys '91 OZ '9l,tit 0 C" C) N`1 C) N\ N, 'N t i I C) 0 FFE 460.5 F_ C Q) A SPRINKLER SYSTEM MUST BE -y. (7, NN N. INSTALLED IN THE BUILDING BENCH- "N. 69' M w 0 RECREA I IUNA� AMENI (Y J Crossed Area i N: PER CONDITION\#6 OF N-, ................... ............ o- r _ cam, Existing Sign R5/ 'TH,F SPECIAL USE-,PERWT 'N. roposed Retaini 9, Wall NN, /Handrail EXIST 2-STORY N NN BUILDING TAT 'N, "N' ox H�Igh.� 10' N, ...... .... UFE 461.5 LFE 451,5 AH -6� N, I ". .. 11, " - , ­ I 1 1 0\2; EMAITL HOTEL. LL - N, f 5,549 SF OF R2' -N, R5' DB 19 11 359 1,800 SIT LF > .......... RN 'N. N% o- Q4 \ I ­­ - ---. � "" ­ --I r. . ... I - - I - N, iImp 0 -e pw lki�, ZONING: HC—EC w 1()---20' 18' —2u''12 m 7D N, lace C L USE: HOTE >< I --- 2 4- �m I - A, ..... ..... CD u Area Grassed A ........ ...... ?"N RI 0' Area Grossed F N, N, N %N N NN A •V) 460 N­ NN N. NN LLJ C14 N, V) N, N, • 4)b < 'ZO > 0 N. N, R2' , / . ) '... \♦M " , y V) N I u @ 7 -4 14� N, N." N., �e Rl' N', NN " "' N C. N, "N N N, A— J ...... ..... X N, N. S6 ci CD CD ning Wall V N..., Existing N� 'N' Retai 456 N, EXIST Vax Height 5' -------- ...X.Hd. Poveme c1d ace 1.5" N HOTEL �to Be Replaced) 0a CN 2 N. r--j ti . . ....... ------- -A N, N\1 IN N� -- - --------- 4_ XA �N m NN N Lan 16' 9" N, "N STR- 'N", N-1 454 NN ........... ...................... . ......... . IN N\ IN N, 0 r. . . . ...... .... .............. .............. A . . .... .................. 450 E­4 .............. . , 4 4 4 8 EXIST ........ . . 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", / (FO-8 u0gwoo . .. I �x�st.'\E� Dog�Wood \ \� : '4- � I IA� , 3: " , I -----(-S-,ee De�0 ,1,/, � ­,�\\ \ I - / , 1* — - . __, .�..��. :, I 11 .. - ­1� I I : I I , : : : \ ,"�_�,, N., \\ 8e 9WOod I __ C114 C ; -...-- F-4 i , I . : , i I : i ; . : I ,,� ',.,, \ , \ , . I .. - \ ­4 , : .1 . , � A . / : : 0 1/2" : 6 I, " �., ` , / . \ 1� ... - I I N�\)09/1 1*�-_ / .;� cf) T-2 : 2 : ; . , , , . I 0 Ved) ,/ * , I ,�� j,-V ........ ............ I ....... ­ .. ­.. .- . I i : Cratoegus phoenopyrum I 11, ­', I \ \ \ \ I *1 I ..... .... I ..... .... ol---*�� I I -, . J4 . . I b c� i : . ; I ,-, \ \ \ \ I . ..., I % X 7" . I . : , :,�'��____ _.- .. . ... '_­ ------ - 1�? . , : 2 ! 110 1 314 sf 1 3,140 sf I-, \1 \ "' � I . - _/ - - ...­_ -.1 - - i : p� - ` " \ ` �``�: : . - : 6'- 7' 1 4 1 314 i 1,256 sf I " � \ \ \ \\ LANDSCAPING NOTES: 1. Ground cover shall be provided on all sln'pnn greater than 33 percent. All other off -site trees are to remain undisturbed. 2. All off -site trees are to remain undisturbed. *NOTE: LANDS|�ND�(`�D� D�[lU|��k���T� CAPE /`�wvn`u,.�.,.^ STREET TREES: GRASSED AREAS (denoted on p|un\: REQUIRED: 226 UF/50 LF = �5 TREES These nrooe where n|opoo ore |one than 3:1 nhoU be planted. with ' PROVIDED: 12 TREES grass. INTERIOR TREES: CANOPY REQUIRED:: 0.05*74.408 3F=3,724 5F CANOPY PROVIDED:: 12,280 SF OUANT|TYREUU|RE(D: 1 TREE PER 10 PARKING SPACES 93/10 =8.J TREES QUANT|TYPR0NDE[D: 06 TREES TOTAL CANOPY: REQUIRED: 0.10*744.488 SF = 7.448 SF PROVIDED: 15,610 SF I Exist. O"Tr(2e (To Be Rem(oved) Z- ExIsI.3tairs ----------- -------- `~ Removed) / ~_--_~ ` n/n n/Tro | xunrr`xn|mr. [}| � Pointed 4 .� D|[l�K �M|Mi��J Metalet(| Finish '1's. Handrail '| Detail '| {�� J C[] �01 U�DU��|| L/�i�|| ^]LV|� `}|\—LL/| -------- ^f.____ / .- . i.] , 16 . I : " -16 --_-_ �� - - / | | | | | | �D | ��h �B Y- � ( /, 11 � |�� / ! ! � ' ` Od - - - ' __ - . '.. . 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Type iteMaster Roadway Series Catalog No Horizontal Lamp Cutoff Luminaire APPLICATIONS Building Perlf-nvaters, Parks, Recreafic)n Areas, Rai -king Arels, Roadvvays, "Dutclov)r Spert k'xi:13, Outdoor Areas. T_ .�... it CONSTRUCTION 0 precisiol I die-cast alwriif ii.irr-i 1 io,,Asit ig. a Oflci- piecc Rilly giskc,,ted diz-cast lens fran-ie. ........ ---DTI--------- ard J I:wohibit CArl7t. ITIdSIL111D, U-1d bUfj 1-1cp!.isiiiU/Iatnp door/len (76.2mrn) fi'arrle latch, (374.6mi,n) (,cirrosdon r slstant Dui-rar.,ilex 11 1'.00tize polyester powder ed fink , ""n. designer firjishp_u w,,aifable. See f.-,,age 281 in the EPA a 1.5 sq.ft. Ex.cef...IflE,, ca.taloc,!, ELECTRICAL 150 to 400 Watt (MA) Metal Halide a Porcelain spdr-Ig-loaded 4KV nated b,-1,Xket-r,,)01,'3LAI 100 to 400 Watt (LX) High Pressure Sodium hase., # 1--figh Pcyp4-er- Factor 0101A ballast, 2' * Eledric,-J rnot.vto(C� to Iiinged tray. .......... ........... MARvIH)-20"F/-3(YG, I ri OPTICS 0ne-piece hydroff..'[17 ed anoclized akunlnurn reflector. 1, 1 min) IV reflector incorf:x)(ateg :,eqrflented iris eras, A -CY01, NIA Typ� 11 arici IV optics, recpjr(.-., red.iced cote'r j&,.*eted lamps. (I MOUNTING iri6tall al clie-cast cflurniyun-1 arr-­ IS© 9001 Rogistered Arm ccjr)tair),,� iiite,'gral Wrincj',qplice dlarnber viia 6do access, • Kpy slot design provide-s orie in,:,;tallatico. • idafid,,free WARRANTY/LISTINGS • UL 1 a72 liated for • m.jui,�itiecl five year ORDERING GUIDE EXAMPLE Dtl INGMEIIIIIIIIIII SMR 15=160(E,,BT,,'ED28) 17= 17'5(E/BT,ED2k!) 4 25=250(E?BT!E1)28) 3 40=400(EDf'BT_','8,, 2 10=1001E[)1E"r23.5D 4 3 40=400(ED/ET1F,% 2 211 01 '0 VAN 1 E;1 MA 1=120 end of this 2=208 3=240 4=9277 6=480 LX 8=120-277 .&k MW*L-ile . C-PWV 0 12 0 0 0, 0, 0 0 0"✓ 0 0 6� 2 ;, 0 G O. 0 0 t- k/ (2 0 _O 2, 0 12 0'2 0 '2 0 (2b C2 0 (2 (2 0. <> SO 2- 2 U 2 0 0 61 (2 12� Ql";,;� 6" ... . . . .... 0 2 . . ...... . O it v 12C 0 0 0 0/ 0 Z, 0 0 0 0 0 (2 0 Q�> 0 0 0 0 �2 0 6)) 0 0 0 Or- _1 0 o 1�11 - . 0 04 ­1�' A 6 §2•0 62, 11 (91 0 0 2, 0 0 0 0 0 0 0 (9 Ob O 1§2 Q b 1 0 b 0 0 012 19, -91 0- (2 6)O PC 0 0 0 aG 0 0 > b 2 6) 1 <20 2 0 0 0 0 �2 P 0 0 I rJ 0 C�12 0 C�> 0 0 0 0 0 0 0 (9 0 IX 0 6 0 12 0 QQ, , 5 0 0 (5Gy 0 0 Q 0 0 (21 192 1,- 0 0. " �2 0 Off, 60 0 ? 0 0 0- (2, 0 C_� 0 0 �2 0 % 0 02 c� (p ,2 E2- ;2 > 12 (2 �2 0 0 0 0. 2 o (2 �2 0 % 0 0, 0 ExceLine Luminalre Schedule Pro jecti KIA Car Dealership Symbol, Q,t y Label, Arrangement Lumens LLF Description 5 B SINGLE 18100 0.700 SMR253MA 5 B2 BACK -BACK 18100 0:700 (2)SMR253MA 4 BG SINGLE 18100 0.700 SMRGS TYPE B,B2 AND BG FIXTURES ARE MOUNTED AT 18 FEET ABOVE FINISHED GRADE I — - ExceLlne Numeric Summary Project: KIA Car Dealership Label, CatcType Units Avg Max Min Avg/Min Max/Min ,Po,rking Lot FC at Gracki-lUuminance Fc 2,25 17,0 0A 22.50 170.00 1 Prop Line Trespass FC Illuminance Fc 0,11 5.8 0,0 0.00 0.00 ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT GRADE FIXTURE DISTRIBUTION TEMPLATES FOR TYPE B, B2 AND BG FIXTURES ARE SHOWN AT 0.5 FOOTCANDLES FOR REFERENCE ONLY. 30 ■ 0 30 60 90 SCALEA 30' to co 'D co M CD 6 co co C) co MC) cm Cc E_ O O LTH Ip/ O TIMO Y R. MILLER CERTIFICATE No. all esSJONAL ECG Revisions: NO. DESCRIPTION I DATE rn M C) 06 E 0 L CD CD cd b.0 cf) 4_j b E­4 cd w � � E­4 E­4 cd co .(D 0, 0- 601 3"/12/oj it \ � `\TYPE - - -- -- - - ' - | --- - ---- ---- ------ -' - ' ' - '- - - - - -- -- - - ' - | --- - ---- ---- ------ -' - ' ' - '- - - \ � Con 24" HDPE Pipe W/End Section it It `.` \ ' V. «\ —_ --_-_--_ �--_' ---- ` \ � \ `— `\ �� ~ ( ._ �/��}(]���//7Y� / �y,�` ^,'�"°� --ij, Itit` \\ ` - \\SQev/ dl4-tO| \. . . . . . . . . . \ i ' � N. It \ Existi Z., --\ ^ ___ �a 6, Replaced) ?_`~- r0. `\ `\`` It k It 40- It It It It It It It t it NOTES: 1. The completion of the Concrete Bexn ohu|| coincide with the (completion of the Sediment Trap. 2. After the site has been stabilized and approval to convert th(e Sodhnoot hop to the Stonn*oior Management Facility has been granted by the Couot)Y, the concrete berm with � associated rip —rap and the obmm ground pipe shall be removed and replaced with the SVVW Facility control measures (R|nnr Structure, below ground pipe). For more information p|ooao call �SEDIMENT TRAP AND CONDRETE BERM DETAIL �J f | �}OSf w/��0 / �S � f ' De\ ��S O/ D|/ - FObedO1eD� �f NOTES: 1. 24" HDPE Pipe to be attached to ground using embedded pnmtn (2' minimum embedment) attached with metal strap. Z A minimum of 3 attachments per pipe section is required. 2 )ABOVE GROUND PIPE ATTACHMENT El e Contractor f ' ^N fo uOM�[OC�0[ |3 ��3�0D�|u/� /vF r ' f ' ^ 'H drainage DOO|D�O|D|�O O UO3|uY� u��|nO�e x r � H f sediment f /.OYY �� ��u|FO�D � trap r throughout f f^ C0D3��UCOOO ~.. SCALE: 1" = 1000' CO CO 00 CO CD co � Q0 Pq Pq -- [1~ o �+ L� �=. CQ CQ co Q5 C3 � p` o NO. DESCRIPTION DATE LLJ LO LZ LU CD Cn Cd Cd Sheet No: CONSTRUCTION OF A SILT FENCE TEMPORARY SEEDING SPECIFICATIONS: r .v GENERAL EROSION AND SEDIMENT CONTROL (WITHOUT WIRE SUPPORT) M co NOTES 2. EXCAVATE A 4" x 4" TRENCH February 16 through April 30: z VEGETATION 1. SET THE STAKES UPSLOPE ALONG THE LINE OF Use Annual Ryegross at 60 to 100 Ibs/acre. co M CO o W.. y W y .� W W • W W y y y STAKES. __ U W W . W W . W • W W ES-1: Unless otherwise indicated, all 6" May 1 through August 31: � �' CD � .. y.•� w y � a o v1 3X WIDTH OF CONTRIBUTING Y g co 00 w vegetative and structural erosion and - MAX �- Use German Millet at 50 Ibs/acre. � � 01 CONVEYANCE CHANNEL �. i-- -- ri sediment control practices will be = =--- -- W �' LENCTH OF ENERGY __ �_.. ,/ ' September 1 through February 15: W P� � w constructed and maintained according to ' - /�� / 11 I':- � DISSIPATOR : ', -/' Use a 50/50 Mix of Annual Rye and Winter Rye at 50 to 100 � ENERGY GRADE ALONG EDGE minimum standards and S ecifications Of -� / �,� '_ - --� ' '� - /- Ibs acre. ~ RIP RAP HUMP 3X WIDTH OF €"' � OF CHANNEL MUST P �- -- G'=/-' ' �`� V i ;; CONVEYANCE CHANNEL DISSIPATOR -� - �.. / f--+ CONTAIN FLOW the Virginia Erosion and Sediment Control , �. ��� _ I I;; % ,� � (SLOPE = 2%) �/ =� \�\� /.� _ �/. f . ; . - w o Handbook and Virginia Regulations VR �Lo`� -- \�\\\� \\� PERMANENT SEEDING SPECIFICATIONS: RIP RAP CONVEYANCE ��\\ i\\i�� ��-�\.\� Februar 16 throe h A ril 30: � � HUMP CHANNEL 625-02-00 Erosion and Sediment Control—\�\�\�\� y g p � GRADE AROUND ��\%\ice \\i\ii� 4 Kentucky31 Fescue - 128 Ibs acre; Red To Grass - 2 Ibs acre; � � � IMPORTANT Regulations, i\\� \i\\� i\\��\ 1 4 Annual Rye - 20 Ibs acre. Add 20 Ibs acre Crownvetch when slopes CHANNEL MUST \„\, \„�\,� Y / / p �-1 o a; CONTAIN FLOW , _ ES-2: The plan approving authority must �\\��\\�� are greater than 3:1. � 5 GRADE AROUND VEGETATION _ _ — CHANNEL MUST / be notifies One week prior to the � o CONVEYANCE CONTAIN FLOW �_ reconstruction conference One week prior 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT May 1 through August 15: F, CHANNEL \ \ - 2% 2% P ' p TO STAKES AND EXTEND THE EXCAVATED SOIL. Kentucky 31 Fescue - 128 Ibs/acre; Red Top Grass - 2 Ibs/acre; a; v t0 the commencement of the land IT INTO THE TRENCH. Foxtail Millet - 20 Ibs/acre. Add 20 Ibs/acre Crownvetch when disturbing activity, and one week prior to slopes are greater than 3:1. 1 the final inspectioin. o�V� ��TH �FG� TRENCH CUT FOR INSTLLATION``'.. '`V" A': '> August 16 through October 31: �, PASS 10 YEAR ORIGINAL ES-3: All erosion and sediment control :e:. 4'" °' GRADE OF RIP -RAP ..' Kentucky 31 Fescue - 128 Ibs/acre; Red Top Grass - 2 Ibs/acre; e STORM ^"..o• ,� .`'.:F` ^': ,.. measures are to be placed prior to or as j� y `' �� Annual Rye - 20 Ibs/acre, Add 20 Ibs/acre Crownvetch when slopes TIMO HY R. MILLER the first step in clearing. ___,_=_-- _ �� �=- 4' /_./ are greater than 3:1. CERTIFICATE No, PLAN VIEW SECTION VIEW ''` - ; '� R.. 30542 ES-4: A co of the approved erosion and ` �\� /--� _ �_ �, copy PP �� -^- i \i _ ii\� November 1 through February 15: o,� -0 sediment control Ian shall be maintained ,-! \ \� \%� - I P -ten:_ \"5 * / C__"�, \�\�_ Kentucky 31 Fescue - 128 Ibs/acre; Red Top Grass - 2 Ibs/acre; FSS�a ENS' i \\ I LLD \\\ I i N AL on —site at all times. r \\��� � r \\� I Winter Rye - 20 Ibs/acre. Add 20 Ibs/acre Crownvetch when slopes SCC CHANNEL ENERGY DISSIPATING \-\�\� \ , are greater than 3:1. ES-5: Prior to commencing land disturbing �\��\�\� �\\�\�\\� 6 OUTLET PROTECTION(SCIC—ED)activities in areas other than indicated On \\ice\\� �i�\\� MULCHING SPECIFICATIONS: N0. DESCRIPTION Revisions DATE E% Not to Scale these plans (inelu(ding, but not limited to, SHEET FLOW INSTALLATION Straw or hay at a rate of 2 tons/acre. Must be anchored. Spread 1 ENG Comments 12.18.02 off —site borrow or waste areas) the (PERSPECTIVE VIEW) with mulch blower or by hand, contractor shall submit a supplementary' erosion control plan to the owner for 111-'`f�MAx - t , ,_._. \ , , n-- —— — .... _ _ — .......� Channel C review and approval by the plan approvingA A ann \ t ` \ t:' 1' d W :r• r t I. P .F�' I•s \ i , :( ,IL 1 '\ • i t �a t '. \' f \ authorit , i l: w � I �L \ , I A `- �. i \ ♦ — 2' ` ` W�S. F _,�! , ES 6: The contractor is responsible onsible for \ \ 6 ' ..-. 1 o �� 'I p t \ I I 0 i i n i f n add t o al r i n the nstallation o a e os o f1� r,- y \ , -.-'y'—_-= �. control measures necessar to revent — — — — — (r R �_ ��: Y p \ �r. 0 _ - .... _. _ ::.�.:::_ _..............::._. - .. s , _._ .....--.._ _....._.__. ,-_-- _......._..__.... ...._ -_>" `., , , `.::...:" .,;: r.� �- _ .._.._ -_ _._..._ .-. _.._. _ ._.. _ _ _ __ -- --- - ............::::.. _ ... ;, ::. ,, ; \., ,-,. `,.. \ \ _ _._ - _ __ ._. __...._ .... _.._.............._ .._ _...... _ ._.. _ ._ `, `.. `• . ; ::::....�.:.::.::::......... _ _...... _...._ _... _-- _. \-..._.._.. ._ _ .... _..._..._ _._.._ . . • \ ., _. , , ";' ," r .�..::.... .....::. ........................... _ ,,.:, :<...., . :::. .... _ ... .:.:.. , _.:..... -.:� .�... -.. . -::. _ \ ,; \._-_.....\ `, t``, .` :: t- .:, ....._...,. \ \ ,, ,, , ., , � ,,` -�"' _:. . ��::...... \., ,, '',','',``, \ \ \` \ \ `\ . :, I \ ` \. \: \ <.., l' ; . I? �: , . , � :.. 1 \.. € , ` 1. `,. I n' erosion an se Im1en a Ion to rm i n e d t y. the Ian rave authority. - A e ES 7' II d turb d ar as are to s e I drain t0 J J 1 J € 1 €€ POINT A SHOULD BE HIGHER THAN POINT B. DR ION NAGEWAY INSTALLA AI(FROiNT ELEVATION)T STORMW TER o z m TYPE W D LINING SC,- 1 1 VDOT EC-3 Blanket/Matting „,o \ I \ ,� U IVVCU JCUIfIICIII <VIIIIVI IIICUJUICJ Ul UII \ " ,_, \ SILT r'ENCE DETAIL ;� i les an d `. r t, ..... .........\ \ I „ , \ \ �\ 1 I E2 Not to Scale _..... ,, I. } tim times d i rin land di etnt bl ngil afinial t. \\ du to level u during .... IP V c ) � i 6 SCC CHANNEL DETAIL \ �... \_NNW-, \. r-`- ..\ \.:\ / PF I stabilization is acnieved._.................................................................................... ` `, \\ \ .\ 11b '1.,,..\ _ ,\ '\ NECNEAMRJp1. ANENrZ7 •c.. ".`" \ �..,,, '\ ':i \ \ \ `>:. ... .. ..Y' .... .. !- ............... A.... \ .,I I t .. �• I— \ '.,. \ \ \. PEN S Q � �, I �.. i F i` : - e ra t 10 E2 NOT TO SCALE ca w aE� \ -- ter i `FHE SPEp 5E'PERMIZ : .. �` `` \ \ \ \:.r < - — Darin aterin o ns wa ES 8' dew D \ g g ', Evat I i \.:;:.. .... ....._, :: ... f... WIER -DRAINAGE ���WEI..... - -A1 - ......._A1 DRY --A2-....-A2....,_ i---I m ,,,.,\ ��:���t','l. \ \\. ,, will be pumped into an appro�&� filtering No....... H zD1 D2 \ t v. I m i PROV RE PROV \ A OL RE VOL. �'' 4. i LENGTH ARE Q Q \ .... , -. \ ::::.:,....,... . \. �,: deuce, _ 1 :: 1 214 .3 ' 1 7 \ \ \ES , 1 3 1 5 13 44 2 24 4052 2 _9...2-90._0..._4052.2_._....2..�.-._...._5........ -3 -3 ._5.. \` \ \ \ \ . \ ::...::> - ........._._..................................... ...... . a, I € :i _ ..................----....................................._....._..__._,......... - - - l \ \ L The contrac or s a Inspec all \ . .\ ' .. o- ,\ a. 1. �: \\ \ \ ..A `. , , \ ' \ \. '' a .: `\ e t I i Compacted Soil _" . \ \ `, `', ` \ \ ` n d P \ \\ I I ` erosion control measures periodically a 11, \ \. \ -,,. F' \ s. .:\ 1 q6o ORIGINAL \ .\ \ \. \ \ .\- ` I .._. _. _..._ ._ ...... Y.- - \ \.. ``: �a •: \s \ ;, " '1 after each runoff roducin rainfall event. GROUND 1' \ \ �'\ \...\ \ \��. \ \ ` v . i. md� 1 �, I < P g ELEVATION Z oo __.------------- `' Flow .\ . \ `, , .... \\ �;' I. An necessar re airs or cleanu to ::::.:::::_:::.:::.':::•- 1 P \ , \ P \ y y ` \ \ \ \ `. \ ... .y �:. \\., ' \ I't EM�stng \., :. .:' •,..1 t t�Yt- �{ ":.-( �- , r , '� C) i I. t. \ \ ` \. ,`. flatann9YOA \, ti I, maintain the effectiveness of the erosion ,�..� ,..rt.. — — — — \ \ \ ..., ". ,. ,., ...` .\ \ 4,a Nei ht = 5• -�\ \_. _ .. ... — r.t` 1 .0 \: s Elev 426.0 o \ gI A2 ° _tS)... \ \ \. ` \ Ito Ba Ne7accdl '�. - S: b� I �, \ ,. .� , \.\. _:. \ �.. `, \ 1„ .. - -. I control devices shall be made immediate) Q . \ _... . W1 _ - V I 4776Ell _ } y �g ))) �— Vl 11 1. i. \ ``.. , �, \ \ t , \ _ _ -, r _ 1 . 1 I �i:r. \ .{ � I 4 5 MIN ,_ , \ \ t \ \ \ ``; ;' `` `•, `\\\ �- M I Al Elev = 424.0 , ..,- .--, _. _. \ \ \ , , \ , , i \ .\ wM \ \ 11 } , . , 1 1 \ ,, \ ., :.:J. r t 3 I I o 0 _. _. _ 1 t $ \ \ `� \ \ \ , '\ \ \ \ N `\ `\ ` \ i ! \ t i \ \'\ \, .� I t-..._...— .- ,_,,,j",..�; F::? ? — 0 . s , ,\ ` , \ ., \ \, ',, •,• t , ,\ ,,\,`•,, f j `I , \ ,�I� Wet Volume - 4776 CF D1 FILTER CLOTH 7 TEMPORARY DIVERSION DIKE . I 1 \ _....................................... ....._........................................................---- \ , \ ,. , ,` ,, , , , ,` ,t , \ \ \. j .,, t y , , , \ ' ,'.. \ '`. •\ \ \ '\, ``, `,. '' 1, , t , ,... , \t `' ` 1' \ `` ...1 , .4 t "COARSE t NOT SCALE : , \ 1 r ,\` , `, «.._.. t i (Excavated) AGGREGATE : , , t , i. . ` 1 i., i t, fr I ?—i F11 � 1� � \ t ; --'I ;''•; ( ! I' NOTE: ALL ENTRAtNCES EXCEPT FOR THE .� ev - 1 t i - 't ! " j `� �:.... I o ' EI - 421.5 t ` t \ . \ ; ! , t %i . I : . I: ! r i!:.I . _. _ SHALL R PRAP t `: ! 5 ° � •"` - APPROVED CONSTRUCTION ENTRANCE SHA •� CROSS SECTION OF OUTLET WIRE SCREEN CURB INLET (D�ED IMENT TRAP' DRAINAGE AREA BE BLOCKED IN SUCH A MANNER AS TO _ - f �- _ _ __. _ _ NOT ALLOW ACCE`,SS TO THE SITE. ORIGINAL SCALE: 1" = 50' -1 GROUND �- - �Ic ____ ----- 4. ELEVATION --'"--' - � -+-� f �� � � �� / - ,- i r5i i-ia Y' -t'- « 70' Min CLASS I RIPRAP WEIR LENGTH l �- (`("<' �� ;szr�'i ------------ �r�/�Ji U® 3" SIM-2A Asphalt Existing DIVERSION $}'' I: , ' r � -- P 1% Slope e /� p / Pavement _ ,r,,�,_t DIKE .s .t' r {.t.. t.� .> "r �. t.-S$ ^rx- '� _ � _ _ �'? r . r `� Yip c:iFt _ t, yy.�.t .;'' .<-s- .f'y.} i' f o za _ } f , 1 ?{ z r .;''. iS S s t . / / t '� 3 7 ya -> •� d -:�,1. .:spa'-"."..`"` `�f?v-ii _ �--""—��.� x �� 1 (i. ) f -. �f }-� f T 1 >- }. f +•V a. - <' T 5: z ;a. : : -asr:. - - 'I'�"`.- .�. � -2" .ri.7 r� r.� , '7 •.t .t .s .s� i1.r - S / _ I�'1 ... . : . . - - -f+ 3. i j�'T (pj{ }{f :., - .+ ., . :.i .. l(: - a.i_ ..... ... ..........Y.....e:%M.1.k'.o.Y.1......y..i._Y.t...a,.la i..r.>.x...>.k. ..�...si \ �' 1 r " �"41 GRAVEL FILTER CONCRETE BLOCK U 6" 21A A re ate Base Filter Cloth A ,... < >.. �< :.._, 4 _. 3D <_ x= :: } ::t:^y �_:;_� ; }{ { f }. }. ..{� y > T ). } .t _.r J- <°`' Existing t t � / fa ::. {. 't ' r ~ r .. t 1 ": ® E—I 9 SECTION VIEW ,..r . _; II i r � ,.. � t.� -_ = n _<r> t i._ , tf .l ail I t j _<;::"'s e..fade � {> t , , > I. ..f _.. i ! s - ..: , _, _ `<-- k n t (.' - if J, t' x. _ . l _, .. '' - - <�°-' =:: f ift.t [-r �, i r =<:r«> WIRE SCREEN * - :. . _ >3 Existing D r ', -- -. �-. - - �' \ .- .:�����-.�:��f �t �f . `� � ,suers- .o..:��.���.��__ - _ : -__ Pavement <..,>.. �..� ...\.,}. ,...{ ; \ .r \li . #-yh- r* .J�: _y >=' = U Z < � > , , } < , / t' ? . < . „� ' . '~ RUNOFF WATER FILTERED WATER .� „e, 1.<:` :' �� - < "t ,-• ` r-' ti � s : # s` f' } ->t , ' < f� . t 'W» WITH S IMENT OVERFLOW - INED i - f } ��i �� :��rfi� f--Z- W .� : ED . _ ......... : ' _jf/ _ Provide en ergy dissi ators as re used .. 7..1- Z Z } , CHAN EL \ '�\\' : !• ,. w,' :-:z:. i�i ,* `v ter- -{-� '_ �-�- --t \ �� - `: •'' . \ {_7� i-y� -';� t::�:;r 9Y P q% 2 i PLAN VIEW, r' \ to reduce velocity and prevent scour. . . . ,.: .. . Provide EC-1 at end of diversions. :.:.: '. ': �� �-�I - - ;ww \' 'l \ ,.-''. � � � II- I -III -III -III -III - III I *Must extend full (": _ „ \` \ \- \ Compacted Soil g t 1Z,4, .ter` d 50 - \ \\ \ ' %' / \i SEDIMENT 2" x 4" P width of ingress Filter Fabric PLAN VIEW and e ress o eration I ` �, i�.i.' = 9„ � \ ! \ \ r r '� Pi 9 P , € z' `- -<<^ - 0% -� d ` \ ,, -. \ ; WOOD STUD CURB INLET 63 18" _ ..... f — �....i r-ti ...�1 �... i.. _ .1 .... **COARSE `.. - „ t ,... }... i..{.>•-t >..�..i-.� ..y ail::: T 1 ram. ....... MIN • • • • • • • . - • • • • -- Clean Water Flow NOTE: A minimum water tap of 1 must be installed with a minimum 1" tr ���"" �� . ..... AGGREGATE _ — — — ballcock shutoff valve supplying a wash hose with a diameter of 1.5" for SECTION A -A j SPECIFIC APPLICATION P — — ``� j THIS METHOD OF INLET PROTECTION IS APPLICABLE 'o adequate constant pressure. Wash waster must be carried away from the paved FILTER CLOTH --%......---------= --- --- -` —I I— I — I —I ill —ill— ( construction entrance to an approved settling area to remove sediment. All FILTER CLOTH LKEY IN 6 -9 ; AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY � sediment shall be prevented from entering storm drains, ditches, or RECOMMENDED FOR EXCAVATED TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. ,D I-- 4.5' MIN —' OUTLET (PERSPECTIVE VIEW) watercourses. *D = PIPE DIAMETER ENTIRE PERIMETER AREA "COARSE AGGREGATE*GRAVEL SHALL BE VDOT #3, #357, OR #5 COARSE AGGREGATE, Sheet lv o' 9 CLEAN WATER DIVERSION DIKE CW 2 PAVED CONSTRUCTION ENTRANCE r3_'� OUTLET PROTECTIONVDOT#3#357,OR #5L BE �T ................................................................................. CURB INLET PROTECTION __.__.._......__----..---._____..._____---...._----._.._____—'-- 5 TEMPORARY SEDIMENT TRAP DETAIL __.__.___.._._-___---_- _---__ E2 NOT TO SCALE E2 Not to Scale E2 Not to Scale E2 of 2 E2 Not to Scale E2 NOT TO SCALE S,1J.%®,f