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HomeMy WebLinkAboutSDP199200054 Plan - Approved Preliminary Site Plan 1992-12-174"x4" P.T. POST (TYP) PLAN VIEW 1"x8" PLANK 6" O.C. ON EACH SIDE OF FENCE n Lo �- 2x4" P.T. RAILS (.3) EQUALLY cv I SPACED AS SHOWN F MAX. SECTION A --A SCREENING FENCE SHALL BE PAINTED TO MATCH BUILDING. FENCE DETAIL NO SCALE VWOODE,NI STAKES 120' (TYP) w Z \i C.7 ( w 7 q 3:n w v) = ��, `r' �0 `<-i0 V)0 00�I- x ! U = LL ( cn0 V) 0� SECTION A --A SCREENING FENCE SHALL BE PAINTED TO MATCH BUILDING. FENCE DETAIL NO SCALE VWOODE,NI STAKES 120' (TYP) w Z \i C.7 ( w 7 q 3:n w v) = ��, `r' �0 `<-i0 V)0 00�I- x ! U = LL ( cn0 V) 0� 1 _ CONC. DUMPSTER PAD IRON PIN SET a THE LANDSCAPED SLOPE SHALL BE MULCHED TO A DEPTH OF 3" WITH SHREDDED HARDWOOD MULCH. ALL EXISTING TREES AND SHRUBS NOT WITHIN THE LIMITS OF GRADING SHALL BE SAVED --, CENTEL UNDERGROUND FIBER OPTICS CABLES �~ -y-'r \y- N 0"1'10'00" W 200.0000 ' 31.5' >- Cid' �_"�`._.�.--•- �` � �>, ' l.'� ��-� � � +._,� �� �,� LLd � In Co i LrJJ C.7 -_INTOAXIS- ry `=' w LATERALS; U ©LJ UIQ<C� w v) = ��, `r' �0 `<-i0 <rJ a-v)W(n 00�I- x ! U = LL QL'im V) 0� _ U 4L� 0 Q z C )Ll V) wF rw� _ :z < I-- 2 < w ►u NELLIE R. STEVENS HOLLY 25 m I I I, 11 , iI I w,_. ` I � II II II I11 r I I ry Lu � YI - `� L � I if it w ` {u U CD 1 `: 'tea rrts tai "� 4 f Q + I 48.02' w - w ," U� '�I u' f� II ,l I �j Q J i .; C J r A u' ry � u' } r,J i a c s x 11 I I II ell 'l. GA , �'•u' e _ .-.. a .� • `b � � ./ 1 [1 `�} ,�w_JtR.�U•`' C - '.� MYa fit•' f+., {J dY .� U 2 )/ II •. � Ij 'r- � J t <J`" J )2 tt, r=^" ,.r,.":g o � yi �:� -' a? 7 � � �Y U~ � � w ti •'� �� 'K i, j" 4y`" II cl I �"''' {Lt"1� a cv:, sa %cr >'�� -s 1 C� �,., (^R t+•• 1 t,.y J U U U 3 U'3 O' � U �iJ tJ� t!1 Q � O� i cod S U'} --- �� N 61'10 d0" 'AI NEW VDOT 11 �J I 86'02'20" 60 __._ _ ST;fD, CG -2 yl I Ir EXIST. 38.5' II CURBING I ENTRANCE TO II 5 (TYP) a BE WIDENEDNEW 2400 i PROPERTY OF �, iyT.-� c� o` i TO 50' I II �� 40 N YV C,Oi�,C, 1�/riGGL z m ! II olli m D ifin An v vTOP TrP' HT. '- T R - XIST.' CONC. CURB v v w To BE REr�ovED--'__�,.-- � E�Y<IST. CONC. CURB_ nn o BL RFMo�Er� UG==_=___ __-__- I NEW w ._ �y+! PAINT � I j -COVERED r ORCH--_ 3' f r o p o: SITRIPING C A � _ c� � (T) q_ I II ii i III 11) o I FT , I+ PROVIDE N_V'J I I w CL �� cJ ( 20 VDOT ST'D. III II I I I I! >L S.S.6y `- _ ` -f) CG -2 CURB ' I 8 PVC S (T•y�,), 012 'R ,,% (TYP)-______ ___ III II II I II LATERAL EXISTING ;i s- �- NE4'! T' - ED M -9 r - - - - - _ _ . _ _ _ _._ ._ - - 2.5 R j BITUMINOUS R HOSE, OR APPROVED TO REMAIN `+~ �,' � z %� - TYr'� PAVEMENT- -- QUAL (3 REC�'D.� �I ;; - E�CIS"nivG ���\ -�O w SINGLE STORY �}. G , II ;I �. ;I 12 WIRE TWISTED FUEL VENTS ij ,` Z cJ - :.: 1 - - �- - - GO��. I � 31.18 BRICK & FRAh1E K1=5 SHALL BE 3'-4' FROM `� J ,o^ -CoNG. PADS "SHELL S TATION' , , r , E OF TREE. �. i� - - - - - To BL TO BE RAZED NEW 24 x108 x1 d N :...... ........... ............... REMOVED CANOPY AND cJ . ....................... r I CONC, PAD _, a� / > m 0 , w LJ 36 CONC AIR STANDARD TO BE I! D ,-�_ Q..�� ......... r ` s �� j .�-, 4t o c� �' ............. �.s... d RELOCATED AS DIRECTED „ �..w g d s.,� a I I 11 _f BY OWNER � ti� v o t v �; ,. - z � !d � .� ............ ..,m.,w.-.9vv..... y t n 'd . ,. a �r e d d I d 3 0' M C7,L x � '✓ II 1 / E 2" HIGH EARTHEN TREE �- ---� -- .. V) ®=I 'lll���'lll / �1ULCH AS STATED IN NOTE 9�c; - � CONC, FUEL - - - - - PROVIDE NEWT FxIsT c�Re To BE RF -MOV' _ ?� APPROX. LOCATION ISL AND TO I { r d CaG/� o - _ OF- FUEL TANKS (4),' t r0\ BE REMOVE`=D �`'- - - VDO_F STD. NEW I2 �Q. r f. PRICE dI J0 C) DE r2cFURc3tSHE�3 (TYP OF 2) CG- Z CURB SIGN. ri r = 25 _ _ J �2 c� - EXISTING CURBED ISLAND r r �r L ---------- EXISTING - - - - - - - - (TYP) - --- 10 R-�� �_ _ . I FOR "F z M BANK PARKING--\ EXISTING LIGHT POLE G.<I �T. CUr�B ;- EXISTING LIGHT POLE TO REMAIN -EXISTING LIGHT POLE 2 SIGN SETBACI (El % I -__° _- - _ - EXISTING CURB iNLETS� ?,4 C0� C --_ 24 CONC __1 - _24 COt'JC.- _ --' ''�'� TO REMAIN `` = - - PIN SET Ci i I ____ -._ _ --_- �- ✓ � ��-� 2 - U G T I M PIN SET 3 R T'►'!� C U F2 V � A ____----- >�----- U G T ---- =- --- UGT =- -. 12.5 R TYP)---- 1 rTING ^`�. .d s" • "T-�'°�---- - �'~'--=-*'�=_r l 2. 5'fr ;-------- E (i .5 I N G EDGE OF r� �/ _` •'-._'^ -= •;:ice•^--T!--;+-v .^- i --.e:-. y . fir=-'n---�---s •/+✓ r �`•y.3--.--__.. TRAVEL LANE - = _ _ -Al 3 R .. >. - 12.5 R� - --------_ ___ 1/1 ____-____- J - _ _ _-�__-----`- 4 8 n -._ � - - _ _ _ _ " - - ' _ �f --w r _ _ - � i S c' }7-- S 1.DIG HOLE TWICE THE DIAMETER OF THE ROOT BALL. 2.MIX 50 % COMMERCIAL TOPSOIL WITH 50 % NATIVE SOIL MATERIAL. 3.PLACE 2" OF COMBINED SOIL IN HOLE. 4.PL ACE ROOT BALL IN HOLE, AND REMOVE ANY INORGANICS FROM BURLAP (TWINE, WIRE, ETC.) 51OOSEN TOP THIRD OF BURLAP. 61OOSELY BACKFILL. HOLE 7.ATTACH GUY LINES w/ PROTECTIVE HOSE. 8.COMPACT BACKFILL, MAINTAINING TREE IN A PLUMB POSITION. 9.MULCH WITH A MINIMUM OF 3" OF BARK MULCH, SHREDDED, OR CHIPPED. 10.WATER EACH TREE w/ MIN. OF 5 GAL. OF WATER. TREE PL TI T I NO SCALE T EXIST. CURB INLET TOP = 92.72 INV. OUT = 89.38 TO BE REMOVED 20 ±17' OF 12" C.M.PIPE @ 2.59 % TO BE REMOVED -71E NEW /DOT S T'D_ . ��` CG --6 CURB SEE SHEET 2 FOR & GUTTER \ �FT-SEWER IPdG AND WATER -_INTOAXIS- ry `=' w LATERALS; 3 PROVIDE CAST -IN-PLACE- p - DROP INLET, w/8' THROAT C TOP =92.;5€3=�' 2, INV. = 89,25 w r) SHINGLE OAK ~mom X4 PROVIDE 12' OF n 0 1.11 12" CONC. PIPE w I- co 0 2.59 %. 9 INV, IN=89.25 B & B INV. OUT= 88',94 ILEX "NELLIE R. STEVENS" J - J EXISTING EXISTING EXISTING `� --`- --- ----EXISTIN--- G 4 PAR 3" CHERRY T' CHERRY--�-_- 6" CHERRY 01 TO BE RELOCATED TO BE RELOCATED TO REMAIN TO REMAIN (AS REQUIRED AS REQUIRED _----- - EXISTING CURBING TO BE RFMOVFFi (TYP) U.S. T ® 250 (80' R/W) Cl r u O I--- 0 0 - www ao 0 11 Q'- u cq NOTE: ALL TREES `3 TALL BE PLANTED IN ACCORDANCE WITH "TREE PLANTING DETAILS", THIS SIHEET PLANTING L IS' KEY BOTANICAL NAME COMMON NAME QTY SIZE @ PLANTING C(OND.- J TIL IA CORDATA LITTLELEAF LINDEN 3 2-1/2" CAI_ B & B DLALli � � � QUERCUS IMBRICARIA SHINGLE OAK 6 2-1/2" CAL B & B z w QUERCUS IMBRICARIA SHINGLE OAK 9 3-1/2" CAL B & B - ILEX "NELLIE R. STEVENS" NELLIE R. STEVENS HOLLY 25 12"-18" HT B-& B REVIEW OPHIOPOGON MONDO GRASS 102 1 GAL. CONT. COUNTY L IRIOPE SPICATA LILYTURF 31 1 GAL. CONT. ALBEMARLE ARCTOSTAPHYI_OS UVA-URSI BEARBERRY 26 1 GAL. CONT. CURVE "A" L -N VJ I U JJ R = 1889.45' T - 87.05' L = 173.98' CURVE "B' A = 91'37'44" R = 25.00' T = 25.72' L = 39.99' r' EXISTING EDGE OF TRH vEL"--LAN E APPROVED-. ZONING DEPARTMENT `DATE ,it ✓ s �j L ! �. EiNGGrNEERING DEPARTMENT DATE j' 6j) PLANNING DEPARTMENT DATE INSPECTIONS DEPARTMENT DATE VICINITY MAP NO SCALE NOTES, 1. EXISTING FUEL DISPENSERS TO BE REMOVED AND REPLACED WITH FOUR (4) NEW MULTI --GRADE DISPENSERS. 2. EXISTING Oi.J-SITE LIGHT POLES TO REMAIN. LIGHTING SHALL. BE OF INCANDESCENT QUALITY. 3. CONTRACTOR SHALL CONTACT THE ALBEMARLE COUNTY SERVICE AUTHORITY REGARDING THE EXISTING SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION OR DEMOLITION. 4. 'HERE THE RTE, 250 PAVAMENT IS TO BE WIDENED, TIldE PAVEMENT SECTION SHALL BE EQUAL TO THAT OF THE EXISTING TURN LANE, OR A MINIMUM OF 8" OF SIZE 21-B COARSE AGGREGATE BASE, AND 2" OF TYPE- SM -2A BITUMINOUS WEAR COURSE. THE PAVEMENT WIDLNING SHALL SLOPE AWAY FROM THE CENTERLINE OF HTE. 250 AT A MINIMUM RATE OF 1/4" PER FOOT. SEE VARIANCE VA 89-86 FOR 2' SIGN SETBACK SEE VARIANCE VA 92-17 FOR REDUCED SETBACKS FOR PARKING, CANOPY, AND BUILDING. PARKING U AREA USED FOR CONVENIENCE STORE = 1800 SQ. FT. PARKING REQUIRED @ 1 SPACE/200 SQ. FT. = 9 SPACES AREA USED FOR DINING AND FOOD PREPARATION = 600 SQ. FT. PARKING REQUIRED @ 1 SPACE/76 SQ. FT. = 8 SPACES TOTAL PARKING REQUIRED = 17 SPACES TOTAL PARKING PROVIDED = 20 SPACES CONC. CONCRETE U� m C7 -7 F- J � rro ACU > DLALli � � � z s, m 0 - i 1 z w w .J ED 0{JV ±ylrJ � � REVISED 11--13---92 wr 00� COUNTY REVIEW -- CLW REVISED 11-0.3--92 nn< ALBEMARLE CURVE "A" L -N VJ I U JJ R = 1889.45' T - 87.05' L = 173.98' CURVE "B' A = 91'37'44" R = 25.00' T = 25.72' L = 39.99' r' EXISTING EDGE OF TRH vEL"--LAN E APPROVED-. ZONING DEPARTMENT `DATE ,it ✓ s �j L ! �. EiNGGrNEERING DEPARTMENT DATE j' 6j) PLANNING DEPARTMENT DATE INSPECTIONS DEPARTMENT DATE VICINITY MAP NO SCALE NOTES, 1. EXISTING FUEL DISPENSERS TO BE REMOVED AND REPLACED WITH FOUR (4) NEW MULTI --GRADE DISPENSERS. 2. EXISTING Oi.J-SITE LIGHT POLES TO REMAIN. LIGHTING SHALL. BE OF INCANDESCENT QUALITY. 3. CONTRACTOR SHALL CONTACT THE ALBEMARLE COUNTY SERVICE AUTHORITY REGARDING THE EXISTING SANITARY SEWER LATERAL PRIOR TO CONSTRUCTION OR DEMOLITION. 4. 'HERE THE RTE, 250 PAVAMENT IS TO BE WIDENED, TIldE PAVEMENT SECTION SHALL BE EQUAL TO THAT OF THE EXISTING TURN LANE, OR A MINIMUM OF 8" OF SIZE 21-B COARSE AGGREGATE BASE, AND 2" OF TYPE- SM -2A BITUMINOUS WEAR COURSE. THE PAVEMENT WIDLNING SHALL SLOPE AWAY FROM THE CENTERLINE OF HTE. 250 AT A MINIMUM RATE OF 1/4" PER FOOT. SEE VARIANCE VA 89-86 FOR 2' SIGN SETBACK SEE VARIANCE VA 92-17 FOR REDUCED SETBACKS FOR PARKING, CANOPY, AND BUILDING. PARKING U AREA USED FOR CONVENIENCE STORE = 1800 SQ. FT. PARKING REQUIRED @ 1 SPACE/200 SQ. FT. = 9 SPACES AREA USED FOR DINING AND FOOD PREPARATION = 600 SQ. FT. PARKING REQUIRED @ 1 SPACE/76 SQ. FT. = 8 SPACES TOTAL PARKING REQUIRED = 17 SPACES TOTAL PARKING PROVIDED = 20 SPACES SUBJECT SITE IS ZONED HC - HIGHWAY COMMERCIAL AND EC -- ENTRANCE CORRIDOR OVERLAY DISTRICT 10' CONC. CONCRETE CMP CORRUGATED METAL PIPE G GAS LINE EXIST. EXISTING S.S. SANITARY SEWER TYP TYPICAL UGT&E UNDERGROUND TELEPHONE & ELECTRIC w WATER SUBJECT SITE IS ZONED HC - HIGHWAY COMMERCIAL AND EC -- ENTRANCE CORRIDOR OVERLAY DISTRICT 10' 0' 25' 50' - 1,> = 20' GRAPHIC SCALE REVISED 12---15-92 PER ALBEMARLE COUNTY REVIEW - CLW REVISED 11--13---92 PER ALBEMARLE COUNTY REVIEW -- CLW REVISED 11-0.3--92 PER ALBEMARLE COUNTY REVIEW - CLW REVISED 10---21--•-92 PER ALBEMARLE COUNTY REVIEW -®• CLW REVISED 10-05-92 PER A L 8 E M A R L E COUNTY REVIEW - CL's'! REVISED 09--01-92 PER ALBEMARLE COUNTY REVIEW - CL's! tJNIVERSiTY SHELL SITE PLAN Tf1 op lk�.� FOR P.M.n P� C. rjj FRANK B. CALDWELL, III '� ' SHOWING CONSTRUCTION OF A NEW "COUNTRY STORE", CONVENIENCE No. 9184 AND FUEL MART SITUATE U.S. RTE. 250 AND COLLONADE DRIVE JACK JOUETT MAGISTERIAL. DISTRICT COUNTY OF ALBEMARLE, VIRGINIA SCALE: 1"=20' DATE: AUGUST '11, 1992 DESIGNED BY C-1 - WHITE C.L. WHITE T. Yl K --FR & SON DRAWN � r P. � ._ - CHECKED BY 316 Bottle -yard X1.0. .0 92-0381 TPP&S 0381 Post Offixe Box 39 - rr P.M. PROP. "1 SJ. Wm„ Virginia 24163 N.B. ff ENGINEERS Talep ane: 703-387 -11:,3 TAX NO. - 60-40D SURVEYORS FAX- 703--389-5767 PLANNERS SHEEN` 1 OF 3 f'h'DPERTY ,EZ=9/.14 EL=93./�- EL.=94/4 - EZ= 93./- - _ 7 -OP= 92, 6'4 PROPERTY OF K P�4'O/�OSE"D C'Uf'8 �Z-.9/40 36" CONC. ,Of'O{1I0E 7-E"r'yr? SED11Y "AI " 7, AP f I $E"L" ,DET,41,4-S 7:StIS SAEE'7' ---ft 106 - � III II II II I CONCRETE II II I II it CORRUGATED METAL PIPE II 3: 0 II CONTROLMEASURES ALL DEMOLITION AND CONSTRUCTION FOR THE IMPROVEMENTS TO HIS SITE SHALL BE PERFORMED IN ACCORDANCE WITH THE VIRGINIA SOIL EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. CE CONSTRUCTION ENTRANCE A CONSTRUCTION ENTRANCE SHALL BE PROVIDED AT THE ENTRANCE ON COLLONADE DRIVE AS SHOWN. THE CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA SOIL EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION, SUCH THAT THE TRANSPORT OF MUD INTO THE RIGHT OF WAY IS MINIMIZED. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCE. E SILT FENCE A SILT FENCE BARRIER SHALL BE CONSTRUCTED AS SHOWN. THIS BARRIER SHALL BE CLEANED AND/OR REPLACED FOLLOWING EACH RUNOFF PRODUCING RAINFALL SUCH THAT NO SEDIMENT TRANSPORT SHALL OCCUR ONTO ADJACENT PROPERTY OR INTO THE RIGHT OF WAY. INLET PROTECTION ALL CURB AND GRATE INLETS SHALL BE PROTECTED FROM RECEIVING SEDIMENT LADEN RUNOFF FROM THIS SITE. P PERMANENT SEEDING ALL DENUDED AREAS NOT TO RECEIVE HARD SURFACING SHALL RECEIVE A MINIMUM OF 4" OF TOPSOIL, BE SEEDED, MULCHED, AND WATERED IN ACCORDANCE WITH THE VIRGINIA SOIL EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST EDITION. THESE AREAS SHALL BE RE -SEEDED AS REQUIRED UNTIL A STAND OF GRASS HAS BEEN ACHIEVED. IVO TES / 1,VATER LATE-IgAZ S11AZL T/F /NTD z_1/S7-IN,,' METE.Q. 2. SANITARY SEGVER LATERAL S,` 4LL TIE INTO EXI,57-11 V Z /N£ .47- Z .47 -L INE": SEZ- NOTE 3, Sh'E'ET /. 3. THE" SU/L T Yrc'E , AS /OC/1/Ttf/ED $Y 7W_z- SCS. , IS FL 10A K-11,4ZE1_ G'L ENEL t"7 4. MEA SU14'E"S S VAZ Z rO C'ONTTROL DL/ST ,SND GV11Vo8oRN,6" SEDIMENT IN r4CCORDA.VCE-W17-11 SECTION 1(5),r Of" 7.�,t y/,9G'//114 �',�r'pS,✓D,y AN,o SEDIA)' "NT CONTROL NANglgoo C 5 TIIE" DRAINA ,::�E" DITifX/ ON TfIE" S -AS- SIDE Of TfIE" S/Tz' /,S 7'0 e43E /iV5i VZl 8" PVC S. S,. AS A FIRS r S7-,E1_p IN G,4AZ7/N� LATERAL 6. ALL WASTE 1+147-4c-R/AL TD &E- -0 RE'r�-?DYED ".4�c2 rN� 5",r - SEAL L T.9KE�/ .4/V AL 8� MARL E CO. ,�/�,o�p y�Q �U/�JP SITS EXISTING CURBED ISLANDJ r� ~` , a 94 9) FOR F & M BANK PARKING SF I -24" CO _ 24" CONC. — _ - \ 4' C' 'ONC.- — x ❑ X �--" SF - s- U GT~ I I -- _— — �UGTU GT 77 t 24 CONC — -- EXISTING EDGE OF - EXISTING EDGE''OF TRAVEL LANE � 1 I ' y`TRAVEL LANE 93 R/- A /Y 7::� --+— / - =7:�2= - s 8" Ss 25" CONC. CONCRETE CMP CORRUGATED METAL PIPE G GAS LINE EXIST. EXISTING S.S. SANITARY SEWER TYP TYPICAL UGT&E UNDERGROUND TELEPHONE & ELECTRIC W WATER - -97- - EXISTING GRADE ELEVATION COINTOUR 97�i -� PROPOSED GRADE ELEVATION CONTOUR FG FINISH GRADE rn � 10ROFIL E CDPROVIDE DROP 8THROAT f. • 8 q�PROVIDE 12m CONC. PIPE • ;. .25 INV. OUT=88.94 T SEDIMENT 71?A104 E7A-1,L S /"=/O" CONSTRUCTION o' 1-1A/NTENANCE" D,,c5:Z:-0/11'/f-N7- �A 7".4A,a SI-IALL BE IN,4CCORDANCE W171' ' SIC -0 125" pF TIVE •'YIR,!�IrVIA E-ROS/ON 4r s, DIN1L"NT CoNTRUL CHISELED "0" ON TOP OF .yAN,0A900K. CURB 0 N.E. CORNER OF ONCE ,4 U11V1FORM ST,gNO OF C,'R,4SS IS 14Cf//EVEL, CURB INLET @ N.W. CORNER 77VE SED/MENT 7"1,?AP SI/AI-4 BE OF INTERSECTION OF RTE. 250 S'EE "IVO 7"E 6"Tf//,S 01SPOSAL, AND COLLONADE. ND SL ORES IVAY EXCEED 2fI: /Y. ELEVATION = 100.00 (ASSUMED) U. S. RTE. (8O' R/W) BENCHMARK: RAILROAD SPIKE SET IN VEPCO POLE #624C, LOCATED ACROSS RTE. 250 FROM SITE. ELEVATION = 97.25 (BASED ON ASSUMED DATUM) .Z11A-1)17'S OF 0IS7-UQ8e0 AR,6A /TYP.) ZONING DEPARTMENT ENGINEERING DEPARTMEINT PLANNING DEPARTMENT DATE DATE IJ.JIM w I INSPECTIONS DEPARTMENT DATE ABBREMAlIONS CONC. CONCRETE CMP CORRUGATED METAL PIPE G GAS LINE EXIST. EXISTING S.S. SANITARY SEWER TYP TYPICAL UGT&E UNDERGROUND TELEPHONE & ELECTRIC W WATER - -97- - EXISTING GRADE ELEVATION COINTOUR 97�i -� PROPOSED GRADE ELEVATION CONTOUR FG FINISH GRADE 10' 0' 25' 50' 1" = 20' GRAPHIC SCALE �4'EV/SED /0-05--92 10,E-,9AZ_8EMARLE CO. 19ZV/E1N - CLW Filter Fabric Stake EROSION-SILTATIONCONTROL 6 -SeSediment m en t Compacted Soil COST ESTIMATE �----�- R anden off 4" - 6" Logs ALL COSTS GIVEN ARE COMPLETE IN PLACE PCO®P 18" Min. aco°O ---�--� 6" DESCRIPTION UNIT QUANTITY UNIT COST TOTAL COST Q °0Q600 Flow °°a° _ _ _ �~I I- I I �- 1 24" CONSTRUCTION EA 1 '500 $ 5-00 °` °` -{ I I -I I {-III-III-I I -III -III III -III- Bury Fabric Filtered III { 1 1 1 1 ENTRANCE 6 I 1 ° „ Min. III -I i I I I I -I i I -I i; III -III -III -III -III Runoff Flow �� III[ l I I I SILT FENCE LF 2,35 2.75- 6'415 te° a 4.5 Min. FABRIC DROP INLET SEDIMENT FILTER Vt��yt��y�� P 0.0 INLET PROTECTION EA 3 /50S O J °4° CROSS --SECTION J•'O°O°O° 000°004 000 ° °°0° TEMPORARY Compact Soil to LF VDOT #1 Coarse (D,D) TEMPORARY DIVERSION Prevent Piping- Straw Bale DIVERSION DIKE Aggregate - '-� 2 stakes LOG CH AM DIKE ® ® Sediment per bale) FILrLPORARY DI DIVERSION LF Laden-�` Runoff Water SEDIMENT TRAP EA / 200 200 .-...-.•. .. 10% Settlement Ditch to Sediment 0.3' Freeboard ® CHECK DAM EA ..... Basin or Trap - Design Flory Depth _- T- �\ - �- -I I I I, o \li I PERMANENT 1000 SF /O 25 2SO _ i;i , i:�.I= ---- - SEEDING WASH RACK =111-- _ _-III=III=III=III=l11 = ��� 6 0 (if req d.> III -III = = I f -III-III-III-III=1 I I -I 000000 o O Oo _ 0 0 0000000 O O O O Reinforced Concrete - III-III-III-III-III-III-III-III-III-IIIIII -III- STRAW BALE DROP INLET SEDIMENT FILTER °09090900 90909090 24" - O°0°000°O°0000 TYPICAL PARABOLIC DIVERSION a°°0900000° 10% Settlement =I 11= 0-a = I=I I 0.3 Freeboard 0 4 0 0 4 17.1 0 0 0 0 4 0 0 4 0 0 4 0 4 0 4 0 -I I„ ❑°° °o°0°o°4°O°O° o ❑°o°o°o°o°°°o°o°o°°°o°o ,III Design Flow Depth\U Drain Space Curb Inlet _ fl a o 00p WASH RACK DETAIL III III Ill l l l l (I l l l _( ° o 0 0 0 0'� SUB= TOTAL 2046' o°000°0°0°0°0°©\ 24 --- - 0000000°00o 000 ° ° o0oaofl00floa t0o a O 10% CONTINGENCY204II° O O O O O UTEMPORARY CRA/EL -I_I-I i I- O (SE) UE -E, ` - - E_, I -�° °°°°O°CONSTRUCTION ENTRANCE000000 0o0O°0o00O0O ROCK CHECKDAM TOTAL PROJECT COST $225-0 TYPICAL TRAPEZOIDAL DIVERSION 00000 00 0o0°000°0000°° Oo 00gO000 00 O o00000 Og Wire Screein Gravel Filter Concrete Block GENERAL EROSION &SEDIMENT CONTROL NOTES 10% Settlement 1. ALL SOIL EROSION & SEDIMENT CONTROL MEASURES AS SHOWN ON THE PLAN SHALL 0.3' Freeboard BE ACCOMPLISHED IN STRICT ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS Design Flow Depth Overflow CONTAINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, LATEST Sediment LridenEDITION. Stake and Entrench Bale Filtered Water Runoff 0 2. THE APPROVING AUTHORITY MAY ADD TO, DELETE, RELOCATE, CHANGE, OR =III=I I =III=III=III=III=III = cry �� OTHERWISE MODIFY CERTAIN EROSION AND SEDIMENT CONTROL MEASURES WHERE ` ° _ ������ o L = Distance Siuch That Points A And B o ° FIELD CONDITIONS ARE ENCOUNTERED THAT WARRANT SUCH MODIFICATIONS. III=1 I=1 I- I=1 I=III=1 I=1 1=III=1 1= �.711- --- .........::��/�� _ o°o°o° Are At An Equal Elevation Binding Wire or Twine=1 I I -III -I I lh� -����1 ��� ��/\00 3 SHAL�IBEEPOACED SION ANDADVANCE OF THSEDIMENT EWORKOL E BENGSPAS SHOWN ON THE EftFORM A5 AR ASAN I I -III -III-III-III-III--III-III=III-III-III-III- Wire Screen ///���� �� ::::::::: /,' 11 -��� ° fl0 A L B -iii-� i i -iii- i i -iii -i i �-iii-iii-iii-iii-iii-i i , �� PRACTICAL. / / Compact Soil to 2'x4 Wood Sbud ///: :: 1- 111�� 1��� ���'� 0 Prevent Piping TYPICAL VEE DIVERSION Curb Inlet -1��= �/%II'l�''�� 1 00000°0 4• IN NO CASE DURING CONSTRUCTION SHALL WATER RUNOFF BE DIVERTED OR Filtered Runoff lll"1�''' 7� 0°000°0°o ALLOWED TO FLOW TO LOCATIONS WHERE ADEQUATE PROTECTION HAS NOT BEEN Il 0 0 0 0 o PROVIDED. Sediment Laden Runoff 1 Il �� �>'i�`� o 0 0 DV DIVERSION �fill�ll_ _ 0 0 _ --- BLOCK /AND GRAVEL CURB INLET SEDIMENT FILTER f ��f� ='I /�'�� 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LEAVE THE SITE ADEQUATELY SPACING BETWEEN CHECK; DAMS �l'1�'' PROTECTED AGAINST EROSION, SEDIMENTATION, OR ANY DAMAGE TO ANY ADJACENT '�/ PROPERTY AT THE END OF EACH DAYS WORK. W Curb Inlet 6. FOR THE EROSION CONTROL KEY SYMBOLS SHOWN ON THE PLANS, REFER TO THE -I VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES -III=III= III -III- III I=1 I I-III=III=IIl1 •III- r r \` p CONTAINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK„ _ ° \ CHECK DAM LATEST EDITION. -III,,,III,, III , lIl =III ;,III ,III , SII- -�� CROSS-SECTION _ _ ti - -- �� H -- 0 0 Qo 0 0o 0 o 0 0000 Q o° a °° ° �� ~ A 67 cy/acre Ho ° °° °0 °0 0 °00 °0 0 0000 ° ° A `Yn°COQ°°00°0 0 / B CROSS-SECTION Q -"- 00 TYPE A TYPE B (SLOPES 3:1 OR STEEPER) 15 OCTOBER TO 1 FEBRUARY 15 MARCH TO 1 MAY Length(ft) = Wire Mesh K-31 FESCUE @ 5 LB / 1000 SF CROWN VETCH ® 1/2 LB / 1000 SF 6 x Drainage Area ( ac) Gravel Filter 12 BORZY WINTER RYE @ 1/2 LB / 1000 SF PERENNIAL RYEGRASS @ 1/2 'LB / 1000 SF Sedirment Laden ° Filtered Water 1 FEBRUARY TO 1 JUNE RED TOP C�➢ 1/8 LB / 1000 SIF \// �� \\\ i , /�/ / / ° _ K-31 FESCUE Ccs 5 LB / 1000 SF 15 AUGUST TO 1 OCTOBER %_ \ / �� /��� / Runoiff ° ° o° ANNUAL RYE @ 1 2 LB 1000 SF CROWN VETCH ®1 2 LB 1000 SF / / / / PERENNIAL RYEGRASS @ 1/2 LB / 1000 SF \ \ \ 0000 000 0000 ❑°q0 00 / _ 1 JUNE TO 1 SEPTEMBER RED TOP CP 1/8 LB 1000 SF 00 0o qa ❑ ��� Points A higher than point B op o°p o°o / // �� ��� i ::::.'. \`� \ \\ \\ ° ° ° `�--�.�00 r\- �� \ // - �'1 �� �I � f ��_�l� K-31 FESCUE ®5 LB / 1000 SF PLACEMENT !N DRAINAGE WAY �j//\j///\ °° °p ° °a ° o° ° j/ j/\\ _ � �" -' " /i GERMAN MILLET ®1 /2 LB / 1000 SF °° ° °° ° Oo ° ° jj\\j\\j�\\�/\\/\� I I I Clon crete Gutter I 1 SEPTEMBER TO 15 OCTOBER °Q ° °° °/ jj\//jj\j//\\j III 12" Curb Inlet K-31 FESCUE ® 5 LB / 1000 SF STD STRAW PALE BARRIER VDOT No. 1 � � //.j//�jjjj\\\\�j\�j I � • ANNUAL RYE ® 1/2 LB / 1000 SF Coarse Aggregate /// A //�/ ,. IGRAVEL CURB INLET SEDIMENT FILTER OUTLET LIME: 140 LB / 1000 SF PULVERIZED AGRICULTURAL LIMESTONE H Ho W a> FERTILIZER: 5-20-10 (4 25 LB / 1000 SF 1.5 0.5 2.0 / / 4`0 38-0-0 @ 7 LB / 1000 SF 2.0 1.0 2.0 2.5 1.5 2.5 /oyy � �� � / / / / ' �J MULCH: SHALL BE USED OVER ALL SEEDED AREAS AND SHALL BE APPLIED IN ACCORDANCE WITH SECTION 1.75 of THE VIRGINIA EROSION AND) 3.0 2.0 2.5 l / / / / / / . Wire 3.5 2.5 3.0 � � � � 1 � / / / / / / / � SEDIMENT CONTROL HANDBOOK, LATEST EDITION. 4.0 3.0 3.0 i/ / r / / / / SOIL CONDITIONING: INCORPORATION OF LIME AND FERTILIZER, SELECTION OF CERTIFIED Post 4.5 3.5 4.0 SEED, MULCHING, MAINTENANCE OF NEW SEEDLINGS, AND RESEEDING Filter Fabric ,,y 5.0 4.0 4.5 \ I t / �/ r< f lel SHALL BE IN ACCORDANCE WITH SPECIFICATIONS CONTAINED WITHIN C �a THE VIRGINIA SOIL EROSION AND SEDIMENT CONTROL HANDBOOK,, Extend Fiabric and JT SEDIMENT TRAP Itl I/ / / LATEST EDITION. / Wire Into Trench ��\ / ' SEED APPLICATION: APPLY ,SEED UNIFORMLY WITH A CYCLONE SEEDER, DRILL, - \ / / / / ` CULTIPACKER SEEDER, OR HYDRO5EEDER ON A FIRM, FRIABLE, SEEDBED. MAXIMUM SEEDING DEPTH SHALL BE 1/4 INCH. -III-III-III I I III -III -III- ❑ \/ U O O O O❑ 0 -III-III-I III- III -III -I 0°00 00 00000000 -- o oyo°o❑c A°° O 0000000000 ❑00040000❑ A / / -� I I-1 11=1 11=1 11=1 f I I(=1 11=I A - °404°p °CA - 0000000°000000 \ PS PERMANENT SEEDING MIXTURE" t I -III -III -I i 1 III -I I f -I ' -- °O°O°❑°O°C - O°O°O°O°O°O°0°O° ❑ o o 0 0 0 Depth Below ado do 0 0 0 o 0 0 0 0 o a o o Stormwater With ❑°❑❑c 04❑0❑°°❑ AS ifiRegd. Inlet (1 min. °o°o°°c °O°O°O°4°0°0°O° ❑ 0 .0(,:>o 0 0 0 0 0 0 0. --_ _- -moi Larger Particles 2' max.) _ 0 00000,C 0 0 0 0 0 0 CROSS-SECTION ❑ o0o0G 00000000000, 1=1 - Removed _---- - _ = I II' n..On0000, )°00 00000 i rT _ `� C 0 0 4 0 0 0 0 O. A Plan °o°o°o °r IIII =1I =I I 1=III TOTAL DISTURBED AREA = O, 80,3 AC, �= B�;g �6' SQ. FT. 000000000 A= A III=1 I i I=III= La-`� PISIIIE- EROSION AND SILTATION CONTROL DETAILS B , `�-, _ 0_ 0_ 0o0o° =fT� I=1 I 11=I I I FOR d O„O,•4„Q„O„-III-II ! ! f YI z ! � ♦7 V 1r�► 00000. a "oo'ti III=1 (II Section A' -A °-u- °°°°°°°°°`d -III _ - = I1= r��Larger '\iir��. section A -A ParticlesPipeOutlet To Flat Area FOR l=d _ /, /� �/ /� With No Defined Channel Pipe Outlet To Weep Holes 1 I -I : I (IIII (11111 I� Settle out � Co�/1/T/T ! ��tJ�� II1-1II�II-III Well -Defined Channel NOTES For - - S1 TOA TE RTE 250 AND COLLO/Y,40E l�f�c' Points A higher than point B 1. Apron lining may be rip -rap, Dewatering ��=IIII Outlet Pipe NTY OF Q QL�MA.PLE !/>�'/N/,�i/T PLACEMENT IN DRAINAGE WAY grouted rip -rap, or concrete. I - CO NO SCALE 2. Lo is the length of the rip - rap apron as calculated using plates 1.36d and 1.36e. DESIGNED BYell /IV S� SILT FENCE 3. d = 1.5 times the maximum EXCAWATED DROP INLET SEDIMENT TRAP DRAWN BY ccADD) T. P. PARKER & SON stone diameter, but not less than 6". CHECKED B9z o381 TPP&S s18 Boufive ox OP OUTLET PROTECTION up STORM DRAIN INLET PROTECTION ate Office B°2 f j W.O. # 5¢teyr+, Virginia 24165 �`" 1 t'1p N.B. P/�P1?0/0 / ENGINEERS Telephone: 703-387-1153 TAX NO. _610`40D SURVEYORS FAX: 703-388-5767 10-05-92 PER AGB. Co. - czwl PLANNERS SHEET 3 OF 3