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HomeMy WebLinkAboutSDP200000100 Plan - Approved Minor Amendment 2001-07-230 0 t� C� �<) o o�� REUSE RIVANI�A SOLID WASTJ AUTHORITY SITE PLAN FOR THE IVY LANDFILL WASTE MANAGEMENT AREAS ALBEMARLI COUNTY, OWNER /DEVELOPER: RIVANNA SOLID WASTE AUTHORITY TMP #73 Parcel # Samuel Miller Magisterial District 28 Zoning RA Adjacent zoning: see site survey INDEX OF DRAWINGS GRAVEL 1.13 7.79 ASPHALT COVER SHEET 1 OF 16 1.79 STRUCTURES SHEET SS 2 OF 16 SCALE HOUSE SITE SURVEY SHEET 1. , . :: 3 OF 16 SITE PLAN — AS BUILT SHEET GSI 4 OF 16 GRADING & STORMWATER SHEET KEY IDH EET GS -1 TO 4 5-8 OF 16 GRADING & STORM WATER MANAGEMENT PLANS SHEET GS -5 9 OF 16 G-RADI N G & STORM WATER DETAILS SHEET L--1 TO 5 10-15 OF 16 L�` 10SCAPE PLANS SHEET L--6 16 OF 16 LE-NDSCAPE DETAILS & SCHEDULE & LIGHTING DETAIL Albemarle County Approvals:: Albemarle Co. 8c Community Dept' of Planning Development TOTALACREAGE 297.20 it'. LANDFILL OPERATIONS/BUFFERS282.7 95.12% WASTE MANAGEMENT AREA 14.5 4.88% WASTE MANAGEMENT ACREAGE 14.50 100% PERVIOUS AREA ACREAGE % ff�RDSCAPED AlirtS, WOODLAND/BUFFERS STORM WATER MANAGEMENT TOTAL PERVIOUS AREA 9.49 65.45% REVISIONS 3-19-01 ALBEMARLE PLANNING 08-10-00 & ZONING ALBEMARLE PLANNING 03-19-01 8c ZONING LOCATIONA"' 0 4000 :111 SCALE IN FEET IMPERVIOUS AREA ACREAGE GRAVEL 1.13 7.79 ASPHALT 3.40 23.45% CONCRETE 0.26 1.79 STRUCTURES Albemarle Co. Dept. of Engiineering OFFICE/ENCORE/MAINT. COMPOST BLDG. CLASS ROOM 0.08 0.12 0.01 0.55 0.83 % 0.07 SITE PLANS PREPARED BY: SCALE HOUSE 0.01 0.07 TOTAL IMPERVIOUS AREA 5.01 34.55% Albemarle Co. Dept. of Zoning PARKING DATA REQUIRED PARKING 1 SPACE/ EMPLOYEE + VISITOR SPACES PROVIDED PARKING EMPLOYEE 13 SPACES VISITOR 6 SPACES NOT TO SCALE N 11, F411 194 to] w 1 *40 10 1 = t> b " P.O.B N 617,656.84 E 1,953,893.43 VA. ST. PLANE COORDS L.E. BATTON ZONING - R TP 73/14 y E.L. STRANGE ZONING - RA TP 73/148 W.J. REEVES do J.A. CHALMERS ZONING - RA TP 73/14A2 B.F. COLEMAN ZONING - RA TP 73/14A1 0 om W.V.. w ... BOOTH ZONING - RA TP 73/17D LOT 5 D.W. 4 M.T. tKu TH ZONIN - RA TP 7 3/17E LOT M.C. K.S. HO TONIN - RA TP /17 LO 1 11" DIOCESAN I MISSICDNARI SOCIETY PF VIRtGlNIA ZONING - RA 0 IDA I FENCE J atiLIT e G. WEBER )NTNG - RA TP 73/30 (fill ECTION I DISTANCE L1:16'41'20 EE HITER L2 S29'36 30 E 100.40 ORA OPINION 393.36 270.22 L5 TP 73/14A 681.00 L6 P-5 461.36' L7 L8 F,01'51'40"W x41'03'01 236.88 589.48 L9 S06'24 04"W 155.52' L10 S38'45'19 362.17' L11 112 S13'00 23"W v 1:x -29'04"E 364.16 148.54' L13 S59'08'04'E 180.93' R.E. GRAF ZONING - RA S43'42'47 85.57 L15 TP 73/16 110.72' L16 S60'27 59 90.53 L17 S47'52'34'W 101.76' W.V.. w ... BOOTH ZONING - RA TP 73/17D LOT 5 D.W. 4 M.T. tKu TH ZONIN - RA TP 7 3/17E LOT M.C. K.S. HO TONIN - RA TP /17 LO 1 11" DIOCESAN I MISSICDNARI SOCIETY PF VIRtGlNIA ZONING - RA 0 IDA I FENCE J atiLIT e G. WEBER )NTNG - RA TP 73/30 N 613,000 N 615,000 N 614,500 LEGEND EXISTING CONTOURS EXISTING HYDROLOGY EXISTING TREE LINE EXISTING PROPERTY LINE EXISTING ROADWAYS o/H o/H EXISTING OVERHEAD POWER DEQ REQUIRED SETBACK VOLUNTARY RSWA SCREENING BUFFER 100 YEAR FLOOD PLAIN LIMITS AREAS OF CRITICAL SLOPE GENERAL NOTES:: 1. THE SITE IS AN ACTIVE LANDFILL WITH WASTE PLACEMENT AND OPERATIONAL MAINTENANCE PERFORMED DAILY, THEREFORE THE EXISTIN+G CONTOURS AND SITE CONDITIONS MAY DIFFER FROM THOSE SHOWN ON THIS PLAN. 2. AERIAL PHOTOGRAPHY WAS FLOWN BY JAMES H. BELL Jr., P.O. BOX 430, MINERAL, VIRGINIA 23117, (703) 967-1514 AND DATED JANUARY 1, 1994. BENCHMARKS SET BY SAME IN 1994, 3. PROPERTY BOUNDARY LANES WERE COMPILED FROM PLATS BY KIRK HUGHES & ASSOCIATES, CHARLOTTESVILLE, VIRGINIA, DATED MARCH 18 1987, FILE #1376, TAX PARCEL 78/23 AND ROUDABUSH, GALE, & ASSOC., INC., CHARLOTTESVILLE, VIRGIMIA, DATED OCTOBER 18, 1991, FILE #7411, TAX PARCEL 78/30D. 4. LIMITS OF THE DISPOSAL AREAS ARE APPROXIMATE AND ARE BASED ON OLD CONSTRUCTION PLANS, FIELD SURVEYS AND INTERVIEWS WITH OPERATIONS PERSONNEL, 5, THE DEQ REQUIRED SET' BACK IS BASED ON THE MINIMUM BUFFER ZONE REQUIREMENTS OF THE VIRGINIA SOLID WASTE REGULATIONS, VR672-20-10, SECTION 5.1A.7. 6. 100 YR FLOOD PLAIN LIMITS DERIVED FROM FEMA PANEL 195, DATED DECEMBER 16, 1980, AND ARE APPROXIMATE. 7. ADJACENT PROPERTY INFORMATION TAKEN FROM TAX MAP 73. 8. CLASSIFICATION OF WETLANDS AS DEMONSTRATED ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE, NATIONAL WETLAND INVENTORY MAP OF CROZET, VIRGINIA LOCATED TWO SURFACE FORMATIONS WHICH HAVE SINCE BEEN FILLED OVER TOP WITH 'WASTE. THE MAPPING WAS BASE ON AERIAL PHOTOGRAPHY FROM APRIL 1984. THE REMAINDER OF THE SITE HAD BEEN CLASSIFIED AS UPLANDS (NON -WETLAND). 9. ADDITIONAL SURVEY FOR SITE PLAN AS BUILT WAS PROVIDED BY MALCOLM PIRNIE, INC., 11832 ROCK LANDING DRIVE, SUITE 400, NEWPORT NEWS, VIRGINIA 23606 USING GLOBAL POSITIONING SYSTEM TECHNOLOGIES. BENCH MARKS WERE .SET WITH LOCAL CONTROL PROPERTY CALLS LINE (fill ECTION I DISTANCE L1:16'41'20 EE 15.37 L2 S29'36 30 E 100.40 L3 L4''' OPINION 393.36 270.22 L5 S56 51'54 E -526'LV06 681.00 L6 P-5 461.36' L7 L8 F,01'51'40"W x41'03'01 236.88 589.48 L9 S06'24 04"W 155.52' L10 S38'45'19 362.17' L11 112 S13'00 23"W v 1:x -29'04"E 364.16 148.54' L13 S59'08'04'E 180.93' 114 S43'42'47 85.57 L15 S62'55 52"W 110.72' L16 S60'27 59 90.53 L17 S47'52'34'W 101.76' L18 S61'01'41 101.11' L19 552'13'11' 153.01 L20 S52'10 40"W 248.11' 121 S61'51'48 101.12 L22 S49'02 36'W 200.56 L23 S59'02'35"W 201.60-7- L24 S50'28'13"W 100.12' L25 S47'3719 100.50 ONWWI S56'1142W 100.12' L27 S50'10'46"W 181.81 L28 _ S33'26 27'W OF L29 S50'5012 916.43' L30 N06'56'29 429.33 L31 S77'33'25 280.08 L32 N0347'24 279-.0--67- L33 N01'48'41 'W 382.78 L34 N07'13'56"W 265.14' L35 N05'42 42 246.69' L36 N18'01'25 226.91 L37 N20'32 47 W 375.87 L38 N52'17'46"W 400.18' L39 S81'32 46"W 319.84 L40 N89'53'40 E 152.61 L41 S79*57'1 VIE 311.74' L42 ��� ���� ���'�'��')� ' �f 11`'1 300.85' L44 •Mi• •� L45 N55'32 48 E 127.20' L46 ,�,1�} 119.65 L47 N36' 18'01 E 200.55 L48 N26'37'17 E 104.55 L49 N07'01 57 E 133.09 L50 N21'07'13"E 95.46' L51 N42'33 35 E 52.63' L52 N53'02'24"E 76.63' L53 N78'27 21' E 64.09 CALC.TIE A -B N06'22'04"E 2230.10' CALC.TIE C -D N87°59'07"E 2042.05' CALC.TIE E -F N60°42'25"W 549.73' N 613,000 N 615,000 N 614,500 LEGEND EXISTING CONTOURS EXISTING HYDROLOGY EXISTING TREE LINE EXISTING PROPERTY LINE EXISTING ROADWAYS o/H o/H EXISTING OVERHEAD POWER DEQ REQUIRED SETBACK VOLUNTARY RSWA SCREENING BUFFER 100 YEAR FLOOD PLAIN LIMITS AREAS OF CRITICAL SLOPE GENERAL NOTES:: 1. THE SITE IS AN ACTIVE LANDFILL WITH WASTE PLACEMENT AND OPERATIONAL MAINTENANCE PERFORMED DAILY, THEREFORE THE EXISTIN+G CONTOURS AND SITE CONDITIONS MAY DIFFER FROM THOSE SHOWN ON THIS PLAN. 2. AERIAL PHOTOGRAPHY WAS FLOWN BY JAMES H. BELL Jr., P.O. BOX 430, MINERAL, VIRGINIA 23117, (703) 967-1514 AND DATED JANUARY 1, 1994. BENCHMARKS SET BY SAME IN 1994, 3. PROPERTY BOUNDARY LANES WERE COMPILED FROM PLATS BY KIRK HUGHES & ASSOCIATES, CHARLOTTESVILLE, VIRGINIA, DATED MARCH 18 1987, FILE #1376, TAX PARCEL 78/23 AND ROUDABUSH, GALE, & ASSOC., INC., CHARLOTTESVILLE, VIRGIMIA, DATED OCTOBER 18, 1991, FILE #7411, TAX PARCEL 78/30D. 4. LIMITS OF THE DISPOSAL AREAS ARE APPROXIMATE AND ARE BASED ON OLD CONSTRUCTION PLANS, FIELD SURVEYS AND INTERVIEWS WITH OPERATIONS PERSONNEL, 5, THE DEQ REQUIRED SET' BACK IS BASED ON THE MINIMUM BUFFER ZONE REQUIREMENTS OF THE VIRGINIA SOLID WASTE REGULATIONS, VR672-20-10, SECTION 5.1A.7. 6. 100 YR FLOOD PLAIN LIMITS DERIVED FROM FEMA PANEL 195, DATED DECEMBER 16, 1980, AND ARE APPROXIMATE. 7. ADJACENT PROPERTY INFORMATION TAKEN FROM TAX MAP 73. 8. CLASSIFICATION OF WETLANDS AS DEMONSTRATED ON THE U.S. DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE, NATIONAL WETLAND INVENTORY MAP OF CROZET, VIRGINIA LOCATED TWO SURFACE FORMATIONS WHICH HAVE SINCE BEEN FILLED OVER TOP WITH 'WASTE. THE MAPPING WAS BASE ON AERIAL PHOTOGRAPHY FROM APRIL 1984. THE REMAINDER OF THE SITE HAD BEEN CLASSIFIED AS UPLANDS (NON -WETLAND). 9. ADDITIONAL SURVEY FOR SITE PLAN AS BUILT WAS PROVIDED BY MALCOLM PIRNIE, INC., 11832 ROCK LANDING DRIVE, SUITE 400, NEWPORT NEWS, VIRGINIA 23606 USING GLOBAL POSITIONING SYSTEM TECHNOLOGIES. BENCH MARKS WERE .SET WITH LOCAL CONTROL PROPERTY CALLS LINE (fill ECTION I DISTANCE L1:16'41'20 EE 15.37 L2 S29'36 30 E 100.40 L3 L4''' N�71`24'38 E 3' 17"E 393.36 270.22 L5 S56 51'54 E -526'LV06 681.00 L6 V 461.36' L7 L8 F,01'51'40"W x41'03'01 236.88 589.48 L9 S06'24 04"W 155.52' L10 S38'45'19 362.17' L11 112 S13'00 23"W v 1:x -29'04"E 364.16 148.54' L13 S59'08'04'E 180.93' 114 S43'42'47 85.57 L15 S62'55 52"W 110.72' L16 S60'27 59 90.53 L17 S47'52'34'W 101.76' L18 S61'01'41 101.11' L19 552'13'11' 153.01 L20 S52'10 40"W 248.11' 121 S61'51'48 101.12 L22 S49'02 36'W 200.56 L23 S59'02'35"W 201.60-7- L24 S50'28'13"W 100.12' L25 S47'3719 100.50 L26 S56'1142W 100.12' L27 S50'10'46"W 181.81 L28 _ S33'26 27'W 189.15' L29 S50'5012 916.43' L30 N06'56'29 429.33 L31 S77'33'25 280.08 L32 N0347'24 279-.0--67- L33 N01'48'41 'W 382.78 L34 N07'13'56"W 265.14' L35 N05'42 42 246.69' L36 N18'01'25 226.91 L37 N20'32 47 W 375.87 L38 N52'17'46"W 400.18' L39 S81'32 46"W 319.84 L40 N89'53'40 E 152.61 L41 S79*57'1 VIE 311.74' L42 N73'44'17 E 313.82' L43 N83'24'48' E 300.85' L44 N44'22'59"E 17.53 L45 N55'32 48 E 127.20' L46 N45'56 17 E 119.65 L47 N36' 18'01 E 200.55 L48 N26'37'17 E 104.55 L49 N07'01 57 E 133.09 L50 N21'07'13"E 95.46' L51 N42'33 35 E 52.63' L52 N53'02'24"E 76.63' L53 N78'27 21' E 64.09 CALC.TIE A -B N06'22'04"E 2230.10' CALC.TIE C -D N87°59'07"E 2042.05' CALC.TIE E -F N60°42'25"W 549.73' CURVE RADIUS I LENGTH I CHORD I BEARING I DELTA Cl 746.20' 259.06 257.76' S43°23'12 W 19'53'29 C2 686.20' 208.34' 207.54 S42'08'20 W 17°23'45 C3 475.74' 29.08' 29.08' N50'28'04"E 03'30710 REVISIONS BY LPDA DD SURVEY NOTE 3/13/01 Q Z V Cl_ <C 1211-1 W� Li Q m ° Q LLA. w 0 0 �VH-,) U o -i W .cf � c.i O � I- cQ QE- E - � s-�-o U � Cil3 Q LPDA L P D DATE 03/19/01 GALE 1' = 250' DRAWN WRM JOB 006-05 HEET ss 2 OF 16 SHEETS R, 4a 0 E rN 4_1 0 0 V) 71_5 W 70 0 cl�` 3. 0 .�t z Ld ALB MARLE COUNTY ENGINEERING LEGEND: GENERAL CONSTRUCTION NOTES FOR SITE PLANS VATIO (540) 967-1514 AND DATED FEBRUARY 6, 1997. BENCHMARKS SET BY SAME IN 1994. TOPOGRAPHY WITHIN 1. AERIAL PHOTOGRAPHY WAS FLOWN BY JAMES H. BELL Jr., P.O. BOX 430, MINERAL, VIRGINIA 23117, EXISTING SPOT ELE N THE WASTE MANAGEMENT AREA UPDATED NOVENBER 14, 2000 BY MALCOLM PIRNIE USING GPS. PROPOSED SPOT ELEVATION X 681.5 EXISTING LANDSCAPE BUFFER KEY 2. COORDINATE SYSTEM SHOWN IS THE VIRGINIA STATE PLANE COORDINATE SYSTEM. _690— SHADE TREE PROPOSED CONTOURS HP HIGH POINT 3. PROPERTY BOUNDARY LINES WERE COMPILED FROM PLATS BY KIRK HUGHES ASSOCIATES, CHARLOTTESVILLE, VIRGINIA, DATED MARCH 18 1987, FILE #1376, TAX PARCEL 78/23 AND ROUDABUSH, GALE, & ASSOC., INC., LEYLAND CYPRESS CHARLOTTESVILLE, VIRGINIA, DATED OCTOBER 18, 1991, FILE #7411, TAX PARCEL 78/30D. y LOW POINT LP RED CEDAR 4. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT DRAINAGE FLOW RED BUD i 1 i 1-7 SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ....... ... 5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION WHITE PINE EXISTING APPROVED SHORT LEAF PINE CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. PROPOSED CONDITIONS ADDITIONAL WHITE PINE (12 REQUIRED BY COUNTY) 6. 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 EXISTING NOT APPROVED TO BE ACHIEVED. fADDITIONAL RED CEDAR (8 REQUIRED BY COUNTY) GRAVEL 7. PAVED, RIP–RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHIEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DES4GNEE, IT IS DEEMED NECESSARY IN m ORDER TO STABILIZE A DRAINAGE CHANNEL, ASPHALT f- ------- -- -- f8. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL - - ----- CONCRETE DEVICES. - ----------- 9. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE–CLASS 111. GRASS 10. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH THE OSHA STANDARDS FOR T HE CONSTRUCTION INDUSTRY (29 CFR PART 1926). t-82 WHICH WAS AMENDED BY SDP 97-110 WHICH WAS APPROVED BY THIS IS AN AMENDMENT OF SDP 93 THE BOARD OF SUPERVISORS ON MARCH 4, 1998 AND FURTHER AMENDED OIN AUGUST 8, 1998. t12. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE f ALSO NOTED IS THE APPROVAL OF THE WATER STORAGE POND (BMP -5) PLAN ON JANUARY 26, 1999. A FULL CUTOFF LUMINARIES OR A DECORATIVE LUMINARIES WITH FULL CUTOFF OPTICS. lit if. 13. THE SPILLOVER LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE–HALF (1/2) F00T CANDLE. < CONSISTENT WITH PREVIOUSLY APPROVED SITE PLANS. WITH PREVIOUSLY APPROVED SITE PLANS, PROPOSED CONDITIONS, AND EXIS71NG COND TIONS WHI CH ARE NOT 14. WHERE POSSIBLE THIS PLAN ENDEAVORS TO DISTINGUISH BETWEEN EXISTING CONDITIONS WHICH ARE CONSISTENT f15 PORTABLE TIRE WASHING SYSTEM TO BE USED AS NEEDED TO PREVENT TRACKING OF SOIL ON STATE ROUTE 637. PERMANENT TIRE WASHING SYSTEM TO BE INSTALLED UPON DE*Q APPROVAL OFC & D CELL 5 PER ALBEMARLE COUNTY DEPARTMENT OF PUBLIC WORKS & ENGINEERING. I b )81 ititf--------- - X, j / WATER IORAGE PO N �SE BMP -5 ,740 ifENOTE 11 f it -4 -S fbOX "GRADES �i 'GATE VALVEll; ANTICIPATED AND cp PORTABLE TIRE WASHING - 7 4 SYSTEM (SEE NOTE 15) ,'GU,T S� G APPROXIMATE LIMIT GS1,, TE \EXI TO TRASH COMPACT/OR OR- QE,%AR7' -'ENOR -A 0 OTT' - -------- E TS 2 0 0 0 -GOODS AREA OF WHI 7 E NC ... .. _4' WIDE _B,LWER,_qLDG SFER,' S, STORAGE _AR A SWING GATE . ... ...... 'A4 - ---------- :MIXING,` BUILDING ------- low, ------ ---- - ---- PROPOSED TRAILER PXRKING,l� "-"COMPOST vANAI�EMEI ST_ -- ---- --- E . ..... - - ----- MAINTEN AN CE, AND S TOR AG RECYCLING ACTIVI ---------- -TED JPE----_­­ --C P ---------- ri,5. 2 -6 090 jNt;t ---------- ---- - ------ - ----------- Z --- ------- --- let , - e - :_j -u_,___1_-1____, -, -- , ...... ... .. PER_TY­A� R�O 57" POW 65 ... . . ... p POS [TI NDSC APING (EVERG'REEN pit 67 TREES, 10' HEIGHT) 1TO BE LEXISTING BLACK 67 00 PLANTED FOR SCREENING fREQUIREMENTS PER ALBEMARLE COUNTY CODE 18-32,1.7.9 m REV. GAS MAN. GRADING & TRANS, STA. LAYOUT MIDI 5/21/98 ALBEMARLE MIDI ZONING COMMENTS 8/10/00 GENERAL MPI RE\ASIONS mmw� 1130101 GENERAL MIDI REMSIONS 3/16/01 GENERAL MPI RE\ASIONS 5/15/01 z 0 JPA a 0 j w UJ LLJ co .j cr. a: UJ uj 0 - cl U. z a z z 7 ON, jR, SCALE SCALE: 1" 100' DRAWN ARD JOB 96802L SHEET GSK 4 OF 16 SHEETS m --r— — —TI '� GI IS1-/I _ /If3-1 F i ; f i ! 1 "" , I. 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MANUALL 'OPERATE M RGENCY LIGHT, r b, : �.,, , () . 0 ` ", " ° „) . f"♦ v -, �, / x ' _ • 11 F ._ ._ „ `� �, _» . _, D E E G WAS y^" p y� g*�q f`� g" � y r : , , / \ r.. "«°"' , .�'*F P. , <.,..°„" ,''a> `'tm.r+n x,<d/ .YaeG , •d , ?eJ @n,.:e p,>,,� - - i MOUNTED WALL PAC 1,00 W HPS W/FULL `'� '� ._ ,i• ° < ,\ : , .9::D °.D . 'y .. , , i.o' of ,+s r .. ,„.,' a ( ,^s, ° gam, CUT OFF OPTICS. 10 MOUNTED HI•GHT' SEE ^ IL,_ �, < ` _ . , ', , ' . , of gyp;, "� 4 Jv - ,1 " _ • • r , r _... / 4,, °�'' t r ay,,, ° > P „ .''+ � ,� �`,f"4 • :d' . �"-• ) "� ` �5 '_� , a<r my EXISTING BLACK 3 BOARD FEN.,OE �. , . : 1 - pyo , yy ,1 8 4 , .,,,,,>m ! /' . ; .! : , ° ; . , • , ° , ` , ' „ . y,,'"`.9 ,y�„ gam ..g , - t, �,.-,,4a rt y,,.r r , a yam^} , , _ , e� e > r..:.� r - "� �, it 11 11 _,.. -_ , , . CONVENIENCE TER DROPe OFF PARKING F ' s^� V z9 ` . ,, f. ; ^ ,l / .. • ;/ , { ° , \ ` `_ • „ — / 3.`.), V. . S� 1 '�u:a C k a.,d *,*„� '� � . 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' , fir' .. , ra<.: a �,r° �, , - H E G . , ��", LINE, trs - -- . 2 a " . , ",,,.;,� ° , , , h. , , i , < "b .s h ,r� Z , y,,.. `•Lw' • , f a r °"a., 2' 11 ,' i' f, , , , .... ', , , , , =s .'u9 J -„ V ., I ..,-. v - 1 , , 1 , \ . , , , f °? "L?'s `fi+v,o" ¢`a ,,,m �.' '�di °;�' y �i a ,'� go-.. C REVISIONS BY REV. GAS MAN. GRADING & TRANS STA. LAYOUT MPI 5/21/98 ALBEMARLE MPI ZONING COMMENTS 8/10/00 GENERAL MIDI REVISIONS 1/30/01 ' GENERAL MPI REVISIONS 3/16/01 GENERAL MPI REVISIONS 5/15/01 N 40 Z J a. > Z W w2 W 0 0 < Z W <C J 2 x QW �— om W '4� I J 2 Q cr. J U) U. Z V Q >. Q cc > a IIV —®� ®� � 8 0 P. 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I �l �, - -.1- \, - ------ ------------.--- --, - I-- - 1- "----,---,---,-.-,, ---------- �, -------::: PROPOSED ADDITIONAL LANDSCAPING (EVERGREEN TREES, 10' HEIGHT) TO BE PLANTED FOR SCREENING REQUIREMENTS PER ALBEMARLE COUNTY CODE 18-32.7.9 , I \ I , � .0°��. , - e .' t t� -%m,5�- - d - sl ,"� '-1� � t I -, . -�- � 'r -, - - , 0 , .-T- 9� , - rv. ?, _. .I I I I fr� -� �,o � A,.),. - .��,.� - ."- 0. 1. 0, - �0 - -, (� , 0, 6 - - - - .1 , 0 - 0 - - - 6. -.o - :9.'. --.1 ------- - ,?r) 0, � � , 11111- 1-1 0-4 .() --, - 10, " � 0 �� -1 ...... � --, * \ -11 -- - --------- - -­'� - - , -- . �­ --,,-l'"-- -, , 11 -- , - I � I-- -- ----L-_ -- i, - L- _, , � , , 0--= W � 111101m, 4:0,ligitmiolilklLtj i 1110111 .......... 111111 ........ I 02AN mm�,ll I llll,�"`� ' W\j �11 I I , , z 1� PROPOSED STOR\kGE m . I AREA\ C) , > �- / / < I I I �1'j :2 j - REVISIONS BY REV. GAS MAN. GRADING & TRANS. STA. LAYOUT MIDI 5/21/98 ALBEMARLE 1 MIDI ZONING COMMENTS 8/10/00 GENERAL MIDI REVISIONS 1/30/01 GENERAL MIDI i REVISIONS I 3/16/01 I GENERAL MIDI REVISIONS 15/15/01 1 1 < � z Z < (L cc � �- > z W oft 9 0 2 w 0 (D < W <z .j 2 cc < a: 2 UJ P LLJ < .3 2 < a: 0 .J �- 0) .i � U.a a Z < z 4< 0 .j z a >. < >cc � 0 . . I I � � 0 1 Q �j � I to) � I . JR R I .. -.. 0. I , . 11 1 , I DATE I 1. - SCALE m SCALE: 1' = 20' DRAWN ARD JOB 96802L - SHEET i S.7 1G2 I � "I I I w ?f -j Ull 0 Ka I Z z (43 W CL L REVISIONS BY REV. GAS MAN. GRADING & TRANS STA. LAYOUT MPI 5/21/98, ALBEMARLE ZONING COMMENTS 8/07/00 GENERAL mpi REVISIONS 1/30/01 GENERAL MIDI REVISIONS 316 01 GENERAL MIDI REVISIONS 15/15/01 z Z > z W ■ 0 0 w < z w .j a: cc ui UJ .J 0 .j LL 0 a z < Z < 0 .j z > a: 0 SON, JR. DATE� ...... . 5M98 SCALE SCALE: 1" = 20' DRAWN ARD JOB 96802L SHEET G3 7 OF 16 SHEETS ME Lo E C14 Lo 4a 0 -5-0 W HE U� M z uj iK I A 'o, 'J_ -- - -_-------_ . . .. ....... -------- - - . ...... --- - - -_ - -- ---- ----- --- A - ---- ----- - - ------- --- - 0 0 - I " cl 01 0 0, 0 c)- 0 ---------- r 0 c c ------------- . ..... .... 6� �0. 0 0\ o �o 0 NP U, -0 0, ALI c� 0) 0 7 0 0 , 0. 0 C, o - --------- 0 o. 0 ----- ----- o o 0 ------ -- -- ------- 0 0� o- --- ---- - o . Noj� ER AND EPoS�im EDIMENT CONTROL REFLECTS f ,-STORM# INTERN CONDITION -5 DURING, -OPERATIONS IN THE WASTE -AREA. STQRWWATER AND EROSION AND SEDIMEN- MANAGEMENT, T CONTROL-WEL CHANPE"WITH THE ONSET OF THE PROP086 8 OAQ_WA-r . . . . .... . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... .0 . IT . . . . ... MATCHLINE SRE osx IRNI ----------- REVISIONS BY ,GENERAL REVISIONS MIDI 1/30/01 GENERAL -REVISIONS MIDI 3/16/01 GENERAL REVISIONS MPI 15/15/01 z z < .j a. > z w W4 a 0 2 w o < z LLJ cr. w Lu cc 0 .J I ­ cf) LL z a < z .00 N JR C) DATE 4/2 1 3/98 SCALE SCALE: I" = 20' DRAWN ARD JOB 96802L SHEET 4 (S OF 16 SHEETS O T 0 J O 6 J E 0 O N O 0 0 O u 0 FO w / O, / O CL D c - C) 0- T / 75 �J Q O m 0 O c� Q m I 0 O 0 Q 0 T 0 a' I N O O i� C Q C v ro Q U) Q Q �J L O W D 1 S S CHANNEL EXISTING GRADE VARIES ,11 TOE OF SLOPE TO MEET EXISTING GRADE 20'—Off CHUTE INVERT �-- TOP OF CHUTE PARTIAL PLAN 1 DETAIL S4 GS5 NOT TO SCALE APPROX. WATER EL. 588.3 SECTION S 1GS CHANNEL 1 RIP RAP OUTFALL DITCH LINE DITCH W/EROSION MAT 3% GRADE .2.11 EXISTING GRADE N VARIES i r DRAINAGE DITCH 1 DETAIL GS2 GS5 NOT TO SCALE %/11^T ^I A4 V)X WH— W N M IIS �ui W W � � d J �---- WOVEN GEOTEXTILE RIP RAP 1 DETAIL S5 GS5 NOT TO SCALE 1VDOT MC -3 `.STANDARD ASPHALT CURB ASPHALT SLAB C DITCH 7LINE DITCH W/EROSION MAT 2% GRADE 0 CV DRAINAGE DITCH 2 DETAIL S2 GS5 NOT TO SCALE Of n" \11Ai CONTRACTOR SHOP DRAWINGS AND STRUCTURAL COMPUTATIONS SHALL BE SUBMITTED TO THE COUNTY ENGINEERING DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION. 9" lic TRANSFER STATION WASTE TO COMPOST PUBLIC DIROP—OFF • AREA REINFORCED CONCRETE WALL m SLAB ON GRADIE d > 3'-3" 16- 5P -6$f 6 ASPHALT CURB WITH LATERAL SUPPORT 1 DETAIL S3 GS5 NOT TO SCALE aV SLAB ON GRA LEACHATE COLLECTION TRENCH SEE DETAIL 1 GS1 GS5 �� I 00 WASTE TO COMPOST BUILDING LEACHATE COLLECTION TRENCH N 3W I � oa N m0 GENERAL FILL 3'-3" 5'-6" SECTION 1 S s SCALE: HORIZ. 1" = 50' VERT. 1" = 20' REINFORCED CONCRETE RETAINING WALL CONTRACTOR SHOP DRAWINGS AND STRUCTURAL COMPUTATIONS SHALL BE SUBMIITTED TO THE COUNTY ENGINEERING DEPARTMENT FOR APPROVAL PRIOIR TO CONSTRUCTION. NEENAH R45, MYERS 1/3 HP MODEL IN205 OR EQUAL LO SUBMERSIBLE PUMP I W/ FLEXIBLE HOSE TO It LEACHATE STORAGE T/ 1% (SET AT LOW POINT 10f —0f9 —•--° — ,, 40'-0" ,� ----- ,, OF COLLECTION TRENCI (V i cV 1 /4x1 x1 GALV. AAIl%1 r 1mr%K1 3'-8ff 14 LEACHATE COLLECTION TRENCH AND PUMP 1 SECTIONG51 c5 DETAIL Gs1 GS5 NOT TO SCALE 11111n A11 I IA11-11 ^I IAAIAIf-1 EXISTING GRADE (VARIES) DRAINAGE CHANNEL 2 DETAIL S4 GS5 NOT TO SCALE REVISIONS BY GENERAL MIDI REVISIONS 130 01 GENERAL REVISIONS MPI 3/16/01 Z w a Z w w dM Q w t3 Q J < M �i w w IM � J Q CC fl J J � U a z z Q J Z tJ 0. DA SCALE SCALE: AS NOTED DRAWN ARD JOB SHEET GS -5 9 OF 16 SHEETS REVISIONS BY REV, GAS MAN, MPI GRADING & TRAN , STATION LAYOUT GENERAL REV, LPDA RAMP ADDED WRM 0 Z < CL ° 0 ®` 77 Q J M 0 c/) ry (cn c� Z z < r_' pUUTY J Q l� cn W "coy" bye a ---a ca C-+ W Z r i3 E— L :PDA L DATE 08/15/00 CALF 1' = 20' DRAW N WRM/RST OB 006-05 SHEET 10 OF 16 SHEETS REVISIONS BY REV, GAS MAN, MPI GRADING & TRAN STATION LAYOUT GENERAL REV, LPDA OS/21/01 RAMP ADDED FWRM L PISA JE 05/21/98 :ALE 1# = 20° ;AWN WRM/RST IB 006-05 IEET L-2 11 OF 16 SHEETS u E.O.R. STA. 0+68.16 ELEV 61:41.42 jily. RAMP PROFILE B.O.R. ; FLS Q OTA. , o„ X15TING RIP RAPPEHORZ I"=10' VERT 1"= 4' L C LE CHANNELQ.Q Q. Q O Q Q Q o C'AVEI�IT 01i�PZLAY o o o 0 PLAN SCALE: 1"=10' LEGEND BVC BEGINNING OF CURVE EVC END OF CURVE PVI POINT OF VERTICAL INTERSECTION z uj HP HIGH POINT LP LOW POINT STA. STATION V.G. VERTICAL CURVE 6 BEGINNING OF ROAD EOR END OF ROAD K O CURVE LEGNTHS & 516HT D15TANCE i flu O lu p lu O a w 0 --1 L- LL_.I ch-, eI n I� M n ry I: < Iry (:� 30NTY Q7 ° W °HO �w �z P4 E.. E-, w Q L PDA DATE 05/14/01 SCALE 1" = 20' DRAWN WRM/RST OB 006-05 SHEET ? lu 16 SHEETS v < GOM 05T bcl4 -j -j bcl8 20' V.G. EX15TINCa ASPHALT p K= NA +596 5LAB X15TING R$1.- -- -- _. _ ... >� ■ ■ �' ■ w o N ® ,� GAP DIRT Q :20' NIL. bq5 TRANS ER N -j / '7.1 16 K=N 5TAT1 N i A5BF-5T 5 FILL bcd4 r 3 p DEPTH Of= COVER b�5 NOTE: VDOT COEFFICIENT FOR DETERMI INC uN ONN SPEEDS A LE55 THAN 5 MPH w 0) 61:2 1�-- cn jily. RAMP PROFILE B.O.R. ; FLS Q OTA. , o„ X15TING RIP RAPPEHORZ I"=10' VERT 1"= 4' L C LE CHANNELQ.Q Q. Q O Q Q Q o C'AVEI�IT 01i�PZLAY o o o 0 PLAN SCALE: 1"=10' LEGEND BVC BEGINNING OF CURVE EVC END OF CURVE PVI POINT OF VERTICAL INTERSECTION EL. ELEVATION HP HIGH POINT LP LOW POINT STA. STATION V.G. VERTICAL CURVE BOR BEGINNING OF ROAD EOR END OF ROAD K COEFICIENT FOR DETERMINING CURVE LEGNTHS & 516HT D15TANCE i PER VDOT FOR A 20 MPH ROAD REVISIONS BY REV. GAS MAN, MPI GRADING & TRANS. STATION LAYOUT GENERAL REV. LPDA OS/Pi/01'' RAMP ADDED WRM' i a w 0 --1 L- LL_.I ch-, eI n I� M n ry I: < Iry (:� 30NTY Q7 ° W °HO �w �z P4 E.. E-, w Q L PDA DATE 05/14/01 SCALE 1" = 20' DRAWN WRM/RST OB 006-05 SHEET L -2A 120F 16 SHEETS REVISIONS BY REV, GAS MAN, MPI GRADING & TRANS, STATI❑N LAYOUT GENERAL REV. 05/21/01 RAMP ADDED WRM STORAGE AREA LPDA ADDED 107/11/01 LU LLJ Cy- n LU 0 r,y- LL ry- T Y w '/oz VN) cr) z iiaE— r L PDA DATE 08/15/00 SCALE 10 = 20" DRAWN WRM/RST JOB 006-05 SHEET L-3 130F 16 SHEETS REVISIONS BY REV, GAS MAN, MPI GRADING & TRANS, STATION LAYOUT GENERAL REV, LPDA asi RAMP ADDED WRM �I I CD a 0 n` C) Q W n `Q J W Z M 0 W Cn �0'3�yNTY m J Q � � Lil 41 HO �rr 99 `Lo yH� 9� L P D DATE 03/15/00 SCALE 1" = 20' DRAWN WRM/RST JOB 006-05 SHEET L-4 140F 16 SHEETS A o 0 AZ a ,,® _ 5 V�A X A � \ � mmmmlp� mmmmommm O 0 Q O 0 '' o. O O Q °. Q o Q o Q o 00.00. 0.0. 0.0. Q 0,* O.O. 0 0 0 0 0 0 0 00 0 0 C) C) 0 Q 0° 0.10., 0 0 0.0 O O.o ' 0.0 0.o 0.0. 0 0.01 0 0 0 o c) o o 0 c) 0 0 0 O QO00 O.O O0 QO OO CSO 000 -° - °'rN y o 0 0 0 o O dId �, �, `, � o o 0 0. 0 0� 0, r )! ! ! !! N 0, 0 ,a Q Q Q. 0.- 0 . o.- 0 . 0 . O O !! 1 aA TUQ QQ Q zi 43 Q Q ,/ � ,� Q Q Q Q _ // 01 0.0 00., X0.0 �' ,� C� 0 0 0 1 0.0, 00.0.0.0.0.ol i, ii ,i Q Q Q Q Q Q O; o o �� iii0.0 0.•0.0.0 � 0 0 i i ii `i �, � � 0 0 o Q b 0 0 i i 0.0.00.0.. 0.- (01 .0. (, 0 o iii ' 0.0. .1 0 �.�. Q Q O 0 !! 0 0, Q . O ��` 0.0. 0.0., mmwte® � ", f mm) L4%l LtA REVISIONS BY REV, GAS MAN, MPI GRADING & TRANS, STATION LAYOUT STATION LAYOUT LPDA05/21/01 RAMP ADDED WRM CL 0 u n LJ C/) < 75; < Li m -- I < LLJ W -j C) Li o 46 HO cn C23 CE(2 cn lm L PDA DATE 08/15/00 SCALE 10 = 20' DRAWN WRM/RST JOB 006-05 SHEET L-5 150F 16 SHEETS SET TRUNK PLUMB CARPT STRIPS OR LAN TIES AROUND TRUNK X11 i 4" COMPACTED EARTI- SAUCER (NOTE: IN PLANTING BEDS, ELIN THE COMPACTED EAR' SAUCER AND COVER P BEDS WITH 3" OF MUI EXISTING GRADE PLANTING SOIL MIXTU D mN SET PLUMB FINISHED GRADE 3" OF MULCH 3" COMPACTED EARTH SAUCER (NOTE: IN PLANTING BEDS, ELIMINATE THE COMPACTED EARTH SAUCER AND COVER ALL BEDS WITH 3" OF MULCH, MINIMUM) EXISTING GRADE PLANTING SOIL MIXTURE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL l.7rALL UIIIi'IL 1 Li l �'. wn 1�P�DI���w1 �� ���� j��� /OIL O N. ♦ ......�' w'j� Q .ne:: ": — ,.:: Ih:all�!.. iltl.. 11:.._..._. ilfl ilial.._ — "jj11L7111 .:' —•• BIIIl�11_. ;= 'jj�11LB111L�; IY IIIL:: • 111 —'ji j1..L..•._:::_'iY H. ..= Ili:: ...:_.. .._... ...._... 11 NOTE: WIDTH OF TRENCH SHALL BE THREE TIMES BALL DIAMETER SET PLUMB i i_. ► i 1 i _. I�I:1e1A • o1 i dt1LL I.l MMr- I CK IVY LANDFILL PLANT SCHEDULE TRANSFER STATION AREA PLANT DETAIL QTY SYMBOL BOTANICAL NAME COMMON NAME HGT SPREAD CALIPER COND REMARKS TREES (TRENCH) 1 1 SEE KEY CERCIS CANADENSIS REDBUD 8' HT. 1.5" CAL. B&B SECTION 1 2 SEE KEY LIRIODENDRON TULIPIIFERA TULIP POPLAR 14' HT, 2,5" CAL, B&B 1 4 SEE KEY NYSSA SYLVATICA SOUR GUM 14' HT, 2.5" CAL, B&B .2 1 24 SEE KEY PINUS ECHINATA SHORTLEAF PINE 10' HT, 2.5" CAL, B&B 1 39 SEE KEY PINUS STROBUS WHITE PINE 16' HT. 2.5" CAL, B&B 1 2 SEE KEY QUERCUS RUBRA RED OAK 14' HT. 2.5" CAL, B&B 1 1 SEE KEY RHUS TYPHINA STAGHORN SUMAC 3' HT. CONT, 1 9 SEE KEY ACER RUBRUM'OCTOBIER GLORY' RED MAPLE 18' HT, 3" CAL, B&B 1 1 SEE KEY LIQUIDAMBAR STYRACifFLUA SWEET GUM 14' HT. 3" CAL, B&B 1 10 SEE KEY JUNIPERUS VIRGINIANA EASTERN RED CEDAR 10' HT. - B&B 1 30 SEE KEY CUPRESSOCYPARIS LEY(LANDII LEYLAND CYPRESS 12' HT. B&B SHRUBS & GROUNDCOWERS 3 4 HYD HYDRANGEA QUERCIFOILIA OAKLEAF HYDRANGEA 30"-24" CONT, 3 3 WAX MYRICA CERIFERA SOUTHERN WAXMYRTLE 30"-24" B&B 3 Z 1 AZA AZALEA'GLACIER' GLACIER AZALEA 30"-24" CONT, 3 15 LAU PRUNUS LAUROCERASUJS'OTTO LUYKEN' OTTO LUYKEN LAUREL 24"-24" 3 GAL 3 9 EUO EUONYMUS ALATUS'CO)MPACTUS' DWARF WINGED EUONYMUS 24"18" 3 GAL, 4 45 JUN JUNIPERUS CHINENSIS "PARSONII' PARSONS JUNIPER 15" 1 GAL 4 40 LIR LIRIOPE'BIG BLUE' BIG BLUE LIRIOPE 15 1 GAL, NOTE: allANTITIE5 REFLECT CURRENT CONDITIONS. Hinge! door frame opens and remains captive for easy relamping Precision die cast aluminum housing with durable epoxy powder coat paint Glass refractor Drilling template for easy box meuniti Silicone gasket remains in place during relamping Top, side and back conduit openings SHRUB SHRUB �,3 PLANTING DETAIL (TRENCH) FRONT TRENCH SECTION IL2 # i1�.Vftfts 1Type LiCa Base Ballast Starting Kip� �p0r3t�1� Amps I R ut La rnp initial U � .2 N.T.S. �L2 120V 208V 240V 27-[V Watts ANSI Lumens_ Hours Compact. Fluorescent 42 1TdpJe X24q-4 Electmnt-,QT 51.4 ,3A.4 -5 1.4= L f4 47 3,200 10;Of10 Lamp supplied with fixture 04 76ple X244.4 Eloctronin,OT .91.1J .191.E 313 6,400 10,000 ++ nr MI I9 ru r:1n11eu1:n r_PAnp "T STRAIGHT 'V' EDGE -CH 3/16" x 4" STEEL EDGING MULCH 5 r, 15OW NPS @IV Mounting Nekj1t mu11oiQeOf wuotiv Heoht Mounting MwItlPller "Itt Muttlpiler Watts MPS MH CFL 8 1.6 175 12' 7 FINISH GRADE =I! 1=1 I I I =1 11=1 I I �I I 1 6' 100 , _ 15 STEEL STAKE AS PROVIDED BY MFG. 7 , .. aviL run a ins 4 N.T.S. STEEL EDGING DETAIL 7 N.T.S. 651 L6 N.T.S. V�R1� L-6 06or ib SHM