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HomeMy WebLinkAboutSDP201700022 Plan - Approved Final Site Plan and Comps. 2017-08-23w I m Q z_ 0- z 0 w LL z ry I ry w 0 ry 0 m 1 LL w rz x U) c 0 0 00 0 N N 0 i 0 TH 0� of Il _ 1 (UlIANTIH NY TOML IN c. No. 033977 L ITE PLAN ­0 Fl NA S 7/14/17 �Q /NAL `- ' L 046019 Air i AL 1 0 9 -1 1 AN INDEX OF DRAWINGS SHEET DRAWING 1 G1 2 G2 3 G3 4 G4 5 Cl 6 C2 7 C3 8 Al 9 A4 10 C6 11 S9 1--2- C-�1- 1-3- 1-+ E-Sa +- ES+ 16 SW1 17 SW2 18 SW3 19 SW4 2+ �5 22 Ll 23 L2 NOTE: DRAWINGS WITH SHEET TITLE RIVANNA SOLID WASTE AUTHORITY 695 MOORES CREEK LANEIf i I 1 1 CHARLOTTESVILLE, VIRGINIA 22902 COVER SHEET PROPERTY INFORMATION-1 TRANSFER STATION ADDRESS: PROPERTY INFORMATION-2 IVY SOLID WASTE TRANSFER STATION SITE PARKING 4576 DICK WOODS ROAD EXISTING CONDITIONS PLAN DEMOLITION PLAN CHARLOTTESVILLE, VA 22903 SITE PLAN COUNTY OF ALBEMARLE FLOOR PLAN PROJECT: SDP201700022 ARCHITECTURAL ELEVATIONS CIVIL DETAILS STATE OF VIRGINIA STRUCTURAL DETAILS �n�� i n n�Lr)in4rr.iT �niToni �i�Trc V V I L J STORMWATER MANAGEMENT NOTES STORMWATER MANAGEMENT PLAN AND DRAINAGE AREAS STORMWATER MANAGEMENT PROFILES-1 STORMWATER MANAGEMENT PROFILES-2 LANDSCAPING PLAN LANDSCAPING DETAILS LINE STRIKEOUT ARE NOT INCLUDED IN DRAWING SET. SITE DATA AREA DESCRIPTION ACRES SQUARE FOOTAGE PERCENT AREA OPEN SPACE 281.01 12,240,795.60 94.49% WASTE MANAGEMENT AREA 19.57 852,469.20 6.51% TOTAL SITE AREA 300.58 13,093,264.80 100.00% SITE DATA AREA DESCRIPTION ACRES SQUARE FOOTAGE PERCENT AREA ASPHALT 4.22 183,823.20 21.56% GRAVEL 1.13 49,222.80 5.77% CONCRETE 0.42 18,295.20 2.15% TRANSFER STATION 0.26 11,325.60 1.32% COMPOST BUILDING 0.12 5,227.20 0.61 % OFFICE/ENCORE/MAINT. 0.08 3,484.80 0.40% CLASS ROOM 0.01 435.60 0.05% SCALE HOUSE 0.01 435.60 0.05% TOTAL IMPERVIOUS AREA* 6.25 272,250.00 31.94% TOTAL PERVIOUS AREA** 13.32 580,219.20 68.06% TOTAL WASTE MANAGEMENT AREA 19.57 852,469.20 100.00% NOTES: 1. MAXIMUM HEIGHT OF THE BUILDING WITHIN THE RA ZONE SHALL BE LESS THAN 35—FEET. * AREA INCLUDES AND IS SUMMATION OF: ASPHALT, GRAVEL, CONCRETE, TRANSFER STATION, COMPOST BUILDING, OFFICE/ENCORE/MAINT., CLASS ROOM, AND SCALE HOUSE AREAS ** AREA INCLUDES: LANDSCAPE AREAS, TURF, WOODLAND/BUFFERS, AND STORMWATER MANAGEMENT. PREPARED BY: SCS ENGINEERS 2877 GUARDIAN LANE, SUITE 1-F VIRGINIA BEACH, VA 23452 (757) 466-3361 JULY 149 2017 PROPERTY LINE BR Oqa TRANSFER STATION LOCATION 6821 ' / � R LOCATION MAP_ N SCALE: , =,,goo NOTES: 1. PROPOSED WATER SERVICE PROVIDED BY ONSITE WELL. 2. WASH WATER FROM TRANSFER STATION TO BE CONVEYED TO LANDFILL LEACHATE SYSTEM. 3. PARKING INFORMATION ON DRAWING G4. APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPM PLANNER/ZONING ENGINEERING 4' INSPECTIONS ARB DEPARTMENT OF FIRE RESCUE ABEMARLE COUNTY SERVICE AUTHORITY /v VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT 8 Z /7 W Lu cn cc Lu w W w w V z Ld C) cc O N �... w C zc a JN w W> cn LLJ �J Q UJ J 00 O 2—j cn L0 cc Q z `D U z a T�� N Ln M N C/)2cUQm Ix =zW� UJ con —mLO W oc?� Z Z Win Q W o[ Z> " _Q_ a t2 w a Z oc Z z � z WgG o c� z ui U z g F- 0 z � � <Na� U wz O CI � in N n I r� mz Nal F- V) Q CADD FILE: SHT-1 _G1 _COVE DATE: JULY 2017 SCALE: AS SHOWN DRAWING NO. Gl of 23 TH OF ' l-; �\`� `� • �\ `\ \ LEGEND: r \.�1 I / / / / 1 / .PIN 2 •. `\`�\ \\ (^ -�/-� / // /! l / /, rrrt!9&TOMLIN----------- EXISTING CONTOURS INDEXLic. No. 0M917 / t ( , ��.� / / / d/ / / \ y.-17 07/14/ / / /, /1'//, r �_ / /��� \ \` \` \�,_� EXISTING ROAD (PAVED) p 200 400 / - / / / / 6 .- S79 5715 E\% \ 200 / ,�\ , , / \, ; / \\3,1.74 \� \\ \-__\- - - - - - - - - EXISTING ROAD (UNPAVED) KEY MAP ENLARGED �owAL /\\ \ ♦ +� \ SCALE. 1 -200 SCALE FEET I / / / / .:. /, < \\ �• ♦ \ \ •` / EXISTING TREELINE 1 400, ` N73'4417"E \ < EXISTING SITE PROPERTY LINE �/ / �/ �// , .000 - :_::.•': ::-���,f� �� \ - \� COUNTY SETBACK / �/ / I 1 1 J / / • - .0 / N89 53'40"E x.''•:_ ` *. \ I COURSES PIN 1 THROUGH PIN / �/ - '' ::. ,�, �� - - - - - - - - DEQ SETBACKS 1 2 FOLLOW THE CENTERLINE -/r .' / ///�.:. :"'152.61'�tf\\.\ : - �\ PIN 3 _►�-� EXISTING BENCHMARK _ / i I OF STREAM AS IT MEANDERS. / / �.. \ \ \\- , / /-.�_ I 1 Jr��. _�ol / . �.: �`: ' /:: 'N. lh . RSWA VOLUNTARY SCREEN BUFFER /� / /. _ .. .. . / �// /��;..;,:::.. �.:.4lr/ •. 1 - " \ 1 �\ \ ■ . . . . ■ EXISTING PROPERTY LINES / / / % / / / / l .. / . ,�` N83'24 48 E 1 ' '`01 / / / ! CREEK CENTERLINE POINT OF BEGINNING FOR , I t \ 1 t BEARINGS AND DISTANCES 35 \ \ 11 1 \ \ I I IN.- 11 on Z 0 w CK %�.�.. ♦ I I :.:::;::�' / - /REAR \ \ \ \ \ I \ _ \ \ I I I I I • .=:.::::s::: �� N 617,656.84 ? r \\\\\��\ \ \ \ \ - N. N < a \ \ \ I 1 J1 tv :: !::.:�: /// E 1,953893.43 ~_ SETBACK ! / 1 \ \ \ \ `� -� z c o 'j ! ::: f / / V.A STATE PLANE COORDINATES 44 / \ Y` DEQ SETBACK - - / cv ! i / , , / ♦ \ \ RSWA VOLUNTARY I / \ \ -- \ \ \\\ 1 '**---,,STREAM m :.�..-.:. III / \ \ \ \ \ F* BUFFER 1 S �`-..-/ /// / ��'_, ::fir::' \ \ \ i� \ E SCREENING BUFFER' I I /-\ \+\ \ \ \ \\\ + \• `��---// / _ �/ ii / / �� -/� I \ \� ?' I 1 1 I I 1 I \ I i `\ \ \ \� \\\1 I `e= / k �`\ ��, �' \ W 1 J / 1 RpA p +. \s \ \ Z v + / X ~ / 1 ♦ /// - _ \ i - I i ! I . I +. I 1 1 , \\\� \ Ii�l I - E CREE +- N O \ + 1 .000' I � 0 \ `•,. t \ / // /\ 1p�. \\/ i t 1i til Il l II II 1 •I iI I1 1i1 11 _ zJ / / -v� im��+� . . O// ER += /-�__ �o �_ /_ + STREAM BUF/ / /i J \ /- - / /// / a 1 / -• VQF") eel / -� j PIN 1 T/ CC OW O / o LLo M-2 \ a / .35gi % .01 CIL Q /'"-� p� _ • �: �\ / / / / I 1 \� +� 1 I I I I I \\ ,� \ \\ \\\ \ 11 / ! `�� _.,� / - \ REAR J �'" / \ \ ��,.--- �` Z v / /'' PO 1 = \_-:: / / 1 j ,,,\ \ +� 1 1 I ` 1 \ 1 + 1 / . I �/ \ SETBACK / / / O, 1 , ' : _ \ - - / / J > /• I i 1 I \ 1 1 I / J /Z. I •c. / ,' /,' / / / / / PIN 4 3s'41'2o"E 4 `?�,. Li � \� / ���� s8�•32'4s"w =J.= / / `� +• / �`� +\ / / I COURSES PIN 3 THROUGH PIN / / / / 15.37 �- o , ,./ 31s.84 I I �: o �► I 1 1 / /i/ / - - / / / / 1 v% /-\\ 4 FOLLOW THE CENTERLINE /,// / / / --�� ,` ` Z o �� I \1 i ` •///�--_mil =-/ / I�(���� �\ /ley \\\��-OF STREAM AS IT MEANDERS. / /"/ / + 702438 Ems\ \� w t- ,: O i \ �`S I 1 1 I �� (. I / / / / \�� I • 7 ! r.► ` + + \ /r 1 ,S%/ i `\ r `393.36' `� % O v \ ♦ A� III 1 1 / / / / l � * / I ♦ • -- + \ ` J ,`%�` - - _ _ •` + \\ \ ` ., ►- w o `\ =: \ / 1 I i I 1 I I Jz / -�� �1 1 \/ ��- (<�(- \ ~~ - •. / / / / �%, / I -�/_ \ \\ w N ' _ _ _ \ ` A `` I I I I \ I I - - -. 1 \ , , \ `� _ ! •. , ,/ l l J l t��" ,/ 1 I :�h `\ \1 - _ 1 i U) o o ---- \ \� = t :• q �s 1 I I 1 I I I I 1 4 +�+/ ! �' can ' N52'17'46"W \ 1 III I \ 1 \ \ 4 \ , / / / l XA_\ •. \ - ;�, �i \�� / / / I , �c, 1 ~ , 400.18 I J I i �' r / .` i I I 1 1 1 l. , / / S29 36 30 E / \ ` \ \ ,, / / / / . / 100.40 I :: \ ir 100, N20 32 47 W / / / 1 \ + \ \ . , / , / // % / / // I •` I \ \ \ + STREAM BUFFER �� / If I \ S87'29'170E :::.\ y \ \� \ -�-_ = WON ,�/ �� \ \i \ \\ / / /+/ // / II +. i \ i \ \ > \ ` III// / I I / • ♦ �\ \ �"zo� \ 375.87 / 7� ,_ / / A - / / \ 1 1 / / 1 270.22 \ \ \ N / 1 / , \ 1 \ \ \ \ _ - / J / ! AREA OBSCURED IN AERIAL \ _ _ Q Q c / / i `�� \ \ \ �` / / / / / / / /// ` • / ,/ J \ J /, / /, / / / /// J , I \ \ \ PHOTOGRAPHS NO :: I W > ' / f . i I i I / / I / / / N. \ �`� / / + / / / / / J / / / / / / .. / ry \ \ TOPOGRAPHY PROVIDED ` I-/ W .. ` N18ro1'25"W / / l I //// 3-� �'�� ` �� ��\ / / / / / +� / // ��/�/ / / / // / // / / // / / i /� �--� ~ W W _ _ _ / / / /00, -� x, 226.91 / / �'�'/ l 1000, o-�-- �� / / I / / / / �� / ! / l / +% 1 / -i ♦ � �, Q U _ �" / l / I / .: / / //// -�` �'�..� �/ / / / + �/� /✓ // /// / , - .i / I / / / / /\/ / / / l S56'51'54"E i / /\ > / ! / / 100, / 010 �/ / / l ` i/ / / / / / \ 11 / 1 1 / i - 681.00'_ \/ -' UN m _ dl �--- 1 / t /�' I/ i/%/ / + / / / / /// / / Z N5'42'42"W / // j/ RSWA VOLUNTARY .\ J 00 / / Q RSWA VOLUNTARY / / / +.•� +. / / , SCREENING BUFFER = oC // La cn _--- I 1\ I I / ♦ + / \ \�\." QSCREENING BUFFER �\\ / '. S26 38'06W NT3 56 W _"\ co = Ld \26514 Q / / 1 / I `•i l J l / / 1 / �// ww - ` \� +`\ �� \ ` " 00, w 50 / / / / i 1 I�� i / / / -�\ _� / / / +� J i i Ike / \\ /ij i / I i 1 1 / 1 /r~J r / / . O�/ / �_��.O \ \_ �s1514o w � // ti 1 I I SIDE / / / / i / I /l // / \ 236.88 �I /.� \ DEQ I '9 \ \ , //IIJI IIv, ,S /€T�R,A� C\`K�i\ %\\ i�' \-\ \I / ► !+ II \Jp!Q'/i�/ ,/ //, // �/---\ \ \\1 \ II� '14\F "ww PROPOSED TRANSFER •./ �'s41ro3'o1 Nl ` /," STATION PROJECT AREA \ \ m / a/ � + / ��0-, `1 +% Na=, mN38'.78 Q / 589.48' SIDE 100 /, N50 a w STREAM BUFFER w DEQ SIDE SETBACK CL g • v x�!' +� . \, ••� `\ \ \\ \ \ 1 '..�'• I 1 I I I 1 �.� a �aarlt�. _ ?'� "' N3'47'24"W / / (� m \ \ \ \ \\ \ \ I I * ( 1 I 1 1 \ aai►aa� / I \ ,, W N a 279.06 J l , /.:: ;;:.. ' \ - \ \\ I\ + ` a a G oC Z ^ II � l � /. • ���.: •: • � \\ t \ \ 1 1 � +� .. ,15 x 15 \ \ \ \ \\ I�` J I 1 ss'24 04 w � � � 1 //// _ W u 1 1 / '' :.. �` \ .� \ \ 1 I +,r =_- 75 DRAINAGE \ \ \ \� �\ \ \1 \ i 1 1 \ \ \ \ I 1 155.52 ` / / / NOTES: z w 0 " it I J ! I : r \ \ \ - \ \ \ I 1 \ `~ - \ / _ R z' ~ Q X FRONT \ EASEMENT \ \ 1 \ \ \ \ \ 1 I--�-_`�� 1 / 1. SETBACKS SHOWN INCLUDE COUNTY SETBACKS AND DEPARTMENT Z _ -- v, M -1 SETBACK I ` \ + \ I 1 I \ \\\\ \ \ _ 1 \ 1 1 1 \ / \ \`► \ �Sso'2T5s"w ,;� a ��'� �I / \ \ I 1 1 // OF ENVIRONMENTAL QUALITY (DEQ) SETBACKS THAT ARE REQUIRED a u mZ / \ \ \ ~--- % i / / 1 \ J0.53 •aa��� t \ \ J a GC zz Y \ FOR LANDFILLS. Z zz uj g M \�\ /� =l 1 I /I f` , \ �\ _ 45'19"w� \ i \ \ I 2. BENCHMARK COORDINATES: z m o / / \ \\ \ \ \.�_ - I // 20 x 35 ` / T '�• / \ 1 J S38 \ \ 1 \ \ \ W v z g m .J / \ \� / %� /U / q • + III // / / DRAINAGE 1 > i J / I I~ �362.17 \ \ \ \ \ \ \. N J ovc o , _" \\� \ \� / n g �.- �_ I I // / _ /► �: 1 + \ '\ \ \ \ \ \ \ \ \ M-1 N:614714.69 z �a 0 /� I I EASEMENT ,/ ► \ \\ / I ` \ \ \ E:1955736.35 S77 33 25 W • Z.:. • .. I � \ \ � \ x x / + / 280.08' _ _ :: /: : ::: \ \ \ / UGE U� + X % + : x 1 \ _.. _ '� �I / 1 " I I \ to o i ) -' / 1 \ � / / / / � � / � I \ �, \ \ /� S13ro0 23 W \ / / � \ \ - � � � z �. -- cfl N :::: '::::: / i I \ \ I J # i l / \\ • ELEV. 716.23 F• 0 o i Z } a ,.�F_7 - \ / /!� / X j I 364.16 1 I l l c� m " , - 1 1 I / / / / I �\ M-2 N: 615860.99 (%� vs c� cm a o 0 \ JN6 56 29 W : •.100 / - 15' x 10' `� , - - i.l . \ I 1 1 / 1 i / / / + J ! \ J / J + K � 429.33 +=�.:.-= EXISTING PROPERTY �. _ '� S49ro2 36 W s52'10'40"W-----� I, / / /, / / / I \ _� / •. E:1954067.37 a r / = :.. DEQ SETBACK - _ I 1 ¢ f T'' INGRESS &EGRESS " - -DRAINAGE _ 200.56' ' ` 248• 11' / / / / / S15'29'04"E / // �/ ' / / / ELEV. 649.77 CADD FILE: :' -T� - EASEMENT / / �%/ _ S61'01 Al. W / / / / / / I 148.54 / / / / y.: __ - �. SHT-2_G2_PRO _ - S33.26'27"w�:. ' _ _ -,�-� �' �, X �` / • y / --101.1�' - / // / / 1 \/? // // / // �// 3. WOODED AREAS ON THE PROPERTY ARE A MIX OF EVERGREEN AND _ X `'' � 59ro8'o4"E / � / DECIDUOUS TREES DATE: o M•d}•C ti �\ \ _ + + _ + \ \ - / �! 180.93,,,_/ i / i 4. INFORMATION ON DICK WOODS ROAD. STATE ROUTE 637 ,. / • WIDTH IN THE VICINITY OF THE PROPERTY IS 35 FT. SCALE. o - --- - m /� I WITH VARIABLE R.O. + S43'42'47"W!_.___..-�' /� • STATE ROUTE 637 AS SHOWN N S50'50j 12"W g, .� / - / \ - \ �= . m 8�5y.57' 1 j O \ 916.43 =1W L=208.34, R=686.2o \ I- I + / , - 1 /� -.._ + t �_�' � : 1 // • THE RIGHT OF WAY IS A VARIABLE WIDTH RIGHT OF WAY ALONG DRAWING N0. + �! I �17.40 L=259.06, R=746.20 / I \ 1 \� rTt / S50'2813 W _ S61'51'48"W, _ _ - / S62'55'S2"W� �'r \ I / THE PROPERTY \` U` r- \\ A,19.89 % S50'10'46"W/ 1 m< i 00.12 i 101.12' _ %�110.72' \ \\ \ \ /( II / / 5. INFORMATION FOR ALL EXISTING UTILITY EASEMENTS CAN BE FOUND 'I \ ` I I \ \ 181.81' ` - \ `' � - S59'02'35"W_ _ _ _� + 1 \ \ II 1 1 ° ` \ ( \� _ + `� I \\ \ 1 \� " 477' - " - , -' ",-" ► ,� " �\ \ ` LOCATED AT THE CLERK'S %L \ `\-� �_ \ \ �`� / S56'11 42 W •_ S4737,19 W ,, _ \ \ `- M 1 J IN THE DEED BOOK 569, PAGE 50, / ` \ ` / + . J \ \ \ 1 / 1 201.00 S52'1311 W . S47 52 34 W, \ \ J �� 100;12' // ,Z 1)a,- 00.50 �/ ��� _ -- _153_01' 1o1.7s' \\ \ ` \\\ I �1� / / OFFICE OF THE CIRCUIT COURT OF ALBEMARLE COUNTY, VIRGINIA. of 23 . v I_ t- \ ,� _ z O O u- z .`i 73.6 72-43 0 0 Q 73-16 Q Q n 7346A 73-15 73-14A2 73-14A OP oll r• .01 / I _ - : %:e;;:= / / - w — -� r - — — + — V ANTH Y s TOMLIN .................. .. 7/14/17 .................. .. ... ......... r.:�:: `:::::.:::... r .. �,...Lie. No. 033977 w, .r / .... �O ........... . - r - . .. �,,, r- . .... .. i r ... 00o,/07/ 1173A-fib �2:. fi -02�2A' =� iv:1:::::::::::::::.... �.:. _ - / .� 14/17 4• `r - �OT � .00 IL 73-28 RIVANNA SOLID WASTE AUTHORITY PROPERTY 73-17D 73=f7$ 73-18D , N 73-18P �b 73-17Jl ,y4 72-48 r9 73-18 682 3$Ii 7 I 73-211H 0. d7A 1000 ft A 73-26B NO r�21 3.218 F T3-21 T3. 1�7 a `_:AI i TAX MAP a. SCALE: 1 "=1,000' Q ON1 z 01 �IK >L N 11 7 L... 73- o 73-38 ABUTTING PARCEL INFORMATION: TAX MAP/PARCEL NO. OWNER ZONING PRESENT USE 73-12A RIVANNA SOLID WASTE AUTHORITY RA VACANT RESIDENTIAL LAND 73-11A RIVANNA SOLID WASTE AUTHORITY RA VACANT RESIDENTIAL LAND 73-30E GBW, LLC RA RESIDENTIAL 73-30C SIKES, LLOYD S. OR MARY E. RA RESIDENTIAL 73-30D RIVANNA SOLID WASTE AUTHORITY RA VACANT RESIDENTIAL LAND 73-38B MORRIS, VIVIANM TRUSTEE OF THE VIVIAN M MORRIS REVOCABLE LIVING TR RA RESIDENTIAL 73-27A MORRIS, VIVIANM TRUSTEE OF THE VIVIAN M MORRIS REVOCABLE LIVING TR RA OPEN 73-27J PELLETIER, SHAWN J. & MELLISA M. RA RESIDENTIAL 73-27B WILLIAMS, WILIAM A. OR FAYE G. RA RESIDENTIAL 73-27H MARKEY, MICHAEL RA RESIDENTIAL 73-27G GIBSON, NATHANIEL P. RA RESIDENTIAL 73-27Z POUNDING BROOK, LLC RA VACANT RESIDENTIAL LAND 73-27E1 PALUMBO, SALVATORE JOSEPH JR. OR CAROL MOSELEY RA RESIDENTIAL 73-27E MORRIS, IRENE B RA RESIDENTIAL 73-27E2 MORRIS, HARRY SAMEUL OR BARBARA RICKARD RA RESIDENTIAL 73-20 ST. JOHN THE BAPTIST 0 M S C/O TREASURER RA CHURCH 73-17 WHOLLEY, MICHAEL C & KATHLEEN S WHOLLEY TRS OF THE WHOLLEY FAMILY TRUST RA VACANT RESIDENTIAL LAND 73-17E RIVANNA SOLID WASTE AUTHORITY RA VACANT RESIDENTIAL LAND 73-17D RIVANNA SOLID WASTE AUTHORITY RA RESIDENTIAL 73-16D GRAF, RODERICK E RA RESIDENTIAL 73-14A FORBES, DENNIS M OR MONICA S OR PATSY Y HITER RA RESIDENTIAL 73-14A1 SNEAD, STUART M RA RESIDENTIAL 73-14A2 BARRELL, CHARLES D OR JANE I RA VACANT RESIDENTIAL LAND 73-15 BAKER, MARY JORDAN RA RESIDENTIAL 73-14B STRANGE, EDWIN L RA RESIDENTIAL 73-14 BATTON, LAURICE ELTON OR REBECCA M RA RESIDENTIAL - VDOT - 1-64 SIGHT LINE TO TRANSFER STATION OBSCURED BY HILL ELEV. 766.6 I ( \-� v�'�" IN A I . \_ \' NEAREST NEIGHBOR APPROXIMATE ELEV. 753.3 -� _ / LEGEND: ---- -700----- EXISTING CONTOURS (INDEX) -- EXISTING ROAD (PAVED) - ` - - - - - - - - EXISTING ROAD (UNPAVED) EXISTING TREELINE — - - - - - - — EXISTING PROPERTY LINE BUILDING SETBACK --- -- --- DEQ SETBACKS M-1 EXISTING BENCHMARK ..............I...:::.::::::: RSWA VOLUNTARY SCREEN BUFFER :......::..... -- FEMA FLOOD ZONE A �` - EXISTING PROPERTY '\Kz INGRESS & EGRESS :... S�TBAC RSWA VOLUNTARY 1 / SCREENING BUFFER IS .. �/ / / KEY MAP SCALE: 1"=300' W 0 z 0 W O z -- W Z 0 WQ �cr) / CL O cc IL 0 V)LL Z z W z \Ld 0 1 I •'� y // 00, �. U -� 11�111/"o w o V) a- IIII.jII � / I N LLJ eq Q � N W W> w Q � J V- cl)N 0 �W J 00 � X.Im �4 z wU z Q z W � J U GENERAL INFORMATION PROPERTY ADDRESS: 4576 DICK WOODS ROAD, CHARLOTTESVILLE, VA 22903 DEVELOPMENT NAME: IVY SOLID WASTE TRANSFER STATION OWNER: RIVANNA SOLID WASTE AUTHORITY DEVELOPER: RIVANNA SOLID WASTE AUTHORITY TAX MAP AND PARCEL NUMBER: 73-28 BOUNDARY DIMENSIONS: VARIES; AREA=300.585 AC. ZONING DISTRICT: RURAL AREAS MAGISTERIAL DISTRICT: SAMUEL MILLER, ALBEMARLE COUNTY PROFFERS: NONE WATERSHED: UPPER MECHUMS RIVER WATER SUPPLY N In le N C� F- o' U) �r z Q m Ii = ui o —mm WQ Irr� W ZW(3i W U Cc 1� U Z o z> a QOW� mzm Ix z Z w zY W ZOOZ0 W c z a C? z _j o QNC3ti o E- W v (n zti H O" i z-}a cl)U) c.iNa Nm -i N WON a o CADD FILE: SHT-3_G3_PRO DATE: JU LY 2017 SCALE: AS SHOWN DRAWING N0. jy 3 `bl of 23 z 1= x Ld Ld ry x z O Fa- V) x Lit I, U) z ry ry Ld 0 1y m LL LEI x W ry x ►I -Nc / o / o / / / \ \ / / 1000, om ! t j _ - I l I \ t s X \ \ x x 9 \ C �LFG-f- 1 1 G �G --1`FG { e 69 6g 1_ / ! 6 w w w w 7--- w w o w _.� w — w � w �w I �.— w v� w I �r /+°`�� � 1 { / \ % • `5 s 6 Gam. / / ® It ! THREE PARKING SPACES _ ,FG if, `.FG (ALLOWED PARALLEL PARKING) THREE PARKING SPACES16 L L �"� X �L x�--�-- x x-fix ---mac f— x u uGE uGE- uGE a \ \ A a- x T UGE — U( ---�- u 416�\E UGE — uGE —----'VGE — ucE — ucEC---- FOUR PARKING SPACES ,„fit x OHE OHE — OHE •.' ONE _ OHE EXISTING PARKING 1E�oHE \ r x __x 1 \ \ t \ N— x ___L_ x TO BE REMOVED. SEE NOTE 2. f EXISTING OFFICE BUILDING a000l U� \ F� 00, // / / / / / / ' / m TWO PA ` \ \ / / / J �U� \ �\ / i_� m W PARKING SPACES X 100, / rn EXISTING SCALE HOUSE j / `� / `' // // �,` \ // � F \ f FOUR PARKING SPACES i ,/ j f U fj j / 48 i t / 100, i , �� ' VAN ACCESSIBLEG�\ \ \ i I I"J /-' 3 / • / r / / / ® // // /1 ,� ! t � / - HANDICAPPED \ / // / r / 1 x 1 '� — PARKING SPACE <\ I // -'' / i 1000, jy 0000r `� // // /�\ F e J // // 1001 1000, 10, r / i ; / \ / / / / r / / / f .01 tar' 1 � /� `' / / e / EXISTING PARKING SCREENED /3 f, J `� BY EXISTING TREES / .001 / s 100, / /1011 .01 ell /Ile e r - ___-------- // / 1000, � / J / / 9 /% OAS / / c />c / 000 ., / ,�� � � / / / / / / / � r \ / ,• _ _ _ _ _ _ _ _ _ , _ --�- '` ® / / / � X/%/ ,. �\�� ,,.'! _ LPN // � , / / / / / / / , '" / /i � : / / % / / �� / / PEED R . *4 A /411 go W — / / / / / / / / r /✓ x/- i\Ilk, c 41111 NJsl � Ft 30 0 30 60 SCALE FEET GENERAL NOTES: 1. NO ADDITIONAL PARKING SPACES REQUIRED FOR THE NEW IVY SOLID WASTE TRANSFER STATION. 2. EXISTING PARKING NO LONGER REQUIRED WEST OF SCALE HOUSE. PARKING DATA REQUIRED PARKING EMPLOYEE PARKING (PROVIDED) VISITOR PARKING (PROVIDED) 1 SPACE/EMPLOYEE (10 EMPLOYEES) +VISITOR SPACES (6) 10 SPACES 6 SPACES EXISTING PROPERTY LINE PARKING PARKING TO BE REMOVED 'TH OP 0 AN�S. TOMLIN U Lim. No. 033977 07/14/17 �Q i G ZONAL W 0 z O W rz co z W Z C7 cF/—wj r - a 0 Z � a 0.. -� cc w I--v/ '0 _Z a W F.. W Z W .J t ~ ~ U w Ld O U d 0 �.., N w 0 Q � N W W> w J a v-J ?� N> J 00 �cc � Ltt'� a �0 Z z >z w J C) � N to IT 04 0 F-- I- > m� V) Q _� m crU Cs = zuj V) a o n: a W - m tO cvn of Q Ln L1 I Z w C) ZW 8 ti r V �z>v U Z La m z Q m a GaC Zz W r O aZ' o w0za o ZJaRt V Lu 105 .-OGo 10 zNma ui U N 4 -; N O o a CADD FILE: SH T— 4_G4_SI TE DATE: JU LY 2017 SCALE: ,AS SHOWN DRAWING NO. G4of 23 0 ILL] a- IZ L- w w x z F- w x w L__ w ch x z 0 F_ Of w LL z _ ch w 0 m LL_ w x w of x NI `�G! �G—EXISTING UNDERGROUND /,G _ I / I —ILFG — LFG ELECTRICAL WIRE TO SVE EXISTING HYDRANT EXISTING LEACHATE f___LFG ` c I 1 ! ! / I t I I I / \ \ �_ �C 44•� \ LINE AND MANHQLE- �G—,G----�1a\ SYSTEM AND CONDENSA. PQ CLOSED CEI, 1 1 ___.1 ` d x \ ` ,� L , x o L 1 L 6 ..��� L- '-4� X X / .�� 1. L �.� L �'� L �- x x 1--- x ---� x UGE ---�- UGE --Q .\ _-- U( UGE �_' � �"..� �` f7 \ 11 I ► '' 11t \ ! I 1 ` \\\ \ \ ♦� \ t / I HUGE UGE - UGE UGE - \ TWO EXISTING 12 EXISTING GATE \ �-UGE-UGE-UGE- '-, \ -- CULVERTS 1 \ • \ \ \\ \ e EXISTING EXISTING \ \� EXISTING OVERHEAD W 1 PARKING AREA n/ LFG LINE - � \ \ \ ♦ '\\ \ \\\\ e �� ' \ 8 \ / 3 LANDFILL LIMITS �` POWER LINE POLE ` \ I-J�� - / \ \ ♦\ ��� \\ ~ ,. �I� ,. \\ (3 TRANSFORMERS)C: 134- 1 1 I i c v A \ \ i I IVY MATERIAL �,/ OHE OHE OHE - OHE OHE _ \ _ E "t'- OHE --�- OHE - OHE OHE - OHE� OHE I / � 11p,EXISTING IRRIGATION I E °"E` 1 F ` I I I / r - UTILIZATION POND LINE E-� / �` I I II h. III 1/ EXISTING WEIGH CENTER ONE OHE ; / I I i I / STATION —°"E EXISTING DOMINION�J I, I' ENERGY OVERHEAD / E 30 0 30 60 � O�E , i .� / i i � � r POWER LINE / I =°"f\ E� I SCALE FEET EXISTING OVERHEAD --� X EXISTING Tel 7� rr1 , POWER LINE POLE F / %\ / / / SEPTIC LINE GENERAL NOTES. \ l' ell 1. EXISTING CONTOURS ARE BASED ON AERIAL AND t 1 f` /}' EXISTING LANDFILL i EXISTING PERFORMED BY JAMES H. BELL GROUND MAPPING _ — I \ \ i �� GAS FLARE STATION` PARKING AREA JR. MINERAL VIRGINIA ON 2 6 97 AND 7/7/99. N. \ `` � � �\ \ ���` { i \ EXISTING FORMER TREATMENT � � ` f / / ' BUILDING TO BE REMOVED) / �� �� t / I I �G 0 4 ( ) ( �' I I I (°`� 2. THE COORDINATE SYSTEM HORIZONTAL NADORIENTATION NDI VERTICAL L STATE DATUM ISLAN NGVDRI 9.SEE -NORTH NAD � BENCHMARK LOCATIONS. DRAWING G2 FOR 3. KIRK HUGHES AND ASSOCIATES (SURVEYORS) / / o (` / r / �� °y , COLLECTED SURVEY POINT DATA ON 1 /17/17 TO \ UNEXISTING DERGROUND CHECK THE ADEQUACY OF THE SURVEY DATA NOTED IN NOTE 1 ABOVE. BASED ON A REVIEW OF �� �� i / _ ��' ? ��� \ ` POWER LINE THEDATARIVANNA SOLID WASTE AUTHORITY f / EXISTING GATE �\ EXISTING BELIEVES THE TOPOGRAPHY IS ADEQUATE. ��� /� ��� �k 'o, X� x �� \� o GENERATOR i LEGEND: / x �y \ ,' EXISTING CONTOURS (INDEX) RIVANNA SOLID WASTE AUTHORITY PARCEL: 07300-00-00-02800 x x� EXISTING CONTOURS (INTERMEDIATE) TP: 73/28 ' r EXISTING ROAD (UNPAVED) EXISTING OVERHEAD / EXISTING ROAD PAVED POWER LINE POLE (PAVED) EXISTING / I ! I r 3 TRANSFORMERS �� METER BASE ( EXISTING TREELINE f I EXISTING 2 WATER / � i ! ! al I I I .- I III I / ; t LINE AND PUMP /' / 3 �y �� / EXISTING LIMITS OF LANDFILL = 6 i I 1 I~ J I ELECTRICAL LINE J' / g i a_ I I --- --x x-- EXISTING FENCE cUn I I // I t (TO BE REROUTED) / ��� / �� / // } `_ " EXISTING o Q I '// UNDERGROUND-GHEGHE— GHE -OFSE- EXISTING OVERHEAD POWER LINE z I I I I / / ( ( t®® / / / '\ °; C PHONE LINE F- p�z I I I I I / I/ � , / f,, � � � LLJ 0 � i I ` ' / / v I I //P ���������� `/ / / / / / /� \ � -UGE—GGE—UGC ---UGE- EXISTING UNDERGROUND POWER LINE w ry c i m !' I% I I I I I t�l I I--� /// \ \ / -� L L EXISTING LEACHATE LINE EXISTING WATER LINE -LFG-LFG-LFG LFG-- EXISTING LANDFILL GAS LINE /III / l 1 i l I j '' EXISTING MAIN ENTRANCE GATE , - / / - - - - - - - - � -mm cou—coM coM- EXISTING UNDERGROUND PHONE LINE i /' I ■ ■ ■ ■ ■ EXISTING PROPERTY LINE N — / SWR - SWR - SW SWR - ,/ _-®..,.�� �.g8� \ / EXISTING SEWER/SEPTIC LINE / - EXISTING SPOT ELEVATION (FT) EXISTING 3-RAIL WOODEN FENCE // / / / - _ / EXISTING MONITORING WELL *M-1 EXISTING BENCHMARK U-0 EXISTING MONITORING WELL MAIN IVY MATERIAL UTILIZATION CENTER— i / / _ ,. ACCESS ROAD TO DICK WOODS ROAD i - // 1 — ` � 1-0 211 olo .01 PROPERTY BOUNDARY011 .01 DEQ REQUIRED SETBACK s" 75' FRONT 6 �• / / f / --� C O• / SETBACK Fz• ji , /' / / / / / / / / / / / / =- „may •` ---— 'f"/-' \. / ' // / i // / _---- i 000l / f . f / EXISTING WELL SUPPLY, -- / N, / / I \ ` , fix\ •" ,�� XI „� .01 I / \.00 _ TH OF D O l I AN�S. TOMLIN ~ U Lic. No. 033977 - 0 07/14/17 k w i- 0 z 0 LLJ miss■■■■ a a W Z QO 0 o H a H ❑ t) O U OW (l) U- Z to Z P V,'^ W W H W Z LLJ F- I- ~ C) w LLJ 0 V O N Z � aaN Y. W U) CC Lu Q U� �Lij cn 00 0 -� �Lc)cc �Q Z v Z a z > w J C") N lit ti' N }0 m 0' H Q o m cn_ 3 Q o2Va0) =ZwCl) U —m W ch N a Z N ZWZWa� W CC `n Z>" Q zzLL mzm Zz W r oaZA o L) WvzgM o JQ o z CC. N o � � `''Co V W ~ 0� _ z15 N)- cn 0 N a -i N a� U) CADD FILE: SHT-5_C1 _EXIS DATE. JU LY 2017 SCALE: AS SHOWN DRAWING NO. clof 23 00 W —W —W -•--W — I - REMOVE AND �' �� / TERMINATION OF ,� \ -`fG _ ~ REPLACE LFG PIPE % / PROPOSED 4 f POWER POLE ? DEMOLITION OF FENCE o r / 44 % / 1 UNDERGROUND ELECTRIC --,Fv — . �F� A N�s. TOMUN ~ I I 1 t I// I I III �l I o ; --<n �--Lic. No. 033977 i I I I �• I I I I •K I I I �I I I 0 7 N REMOVE U «SHE _ � 7/14/1 I I I 1 I I i III \ \.— 4,0 SHE _. o, I PROPOSED FhQ —L - V EXISTING 12 CULVERTS (2) ` TONAL POWER POLE .—pHE—� - � e \ oHE—�"- - @ TO BE PLUGGED AND GROUTED � A �E �_ ()HE OFiE 1 \� WITH MECHANICAL PLUGS �\ � w �X Q 0 / U � I I \ EXISTING TREATMENT BUILDING (TO BE REMOVED)'` .I I 1 z CONNECT TO / \ r /� \ ti �\ w EXISTING POWER POLE Ile SCALE FEET POLES EXISTING PROPOSED OVERHEAD y� OVERHEAD POWER LINES AND / \ i LFG PIPE \ BETO BE DEMOLISHED BY OTHERS. \ / ! / / TO BE >> ELECTRIC LINE (TO GENERAL NOTES: \ ,� � / � / / i6 � DONE BY OTHERS AUTHORITY TO COORDINATE / PROTECTED I i . SCHEDULING OF THIS WORK. � � � � �, AND OWNER TO 1. DEMOLITION SHALL BE COORDINATED WITH OWNER \ COORDINATE WORK) REPRESENTATIVE TO MAINTAIN OPERATIONS DURING o Q Q Q a Q FG �) \ �� CONSTRUCTION. z 2. UNLESS WITHIN THE LIMITS OF DISTURBANCE �� \ \� \�\ \ y�\ \ \ I \�\\ \\ \ � __ _ __ _ __ �� /s CRITICAL SLOPES SHALL NOT BE DISTURBED. \ �\ \ \ \ \ I \ \ REMOVE FENCE ° I! 3. PAVEMENT PATCHING PER \ \ may` \\� \ \ yc\ \\ \ I\\� I ,�y�\ \-�q0•. ;°�< 1 �� \� REMOVE AND \ / �� \ REPLACE PAVEMENT s / W \ \ \� \ ' 1 \� / �. � � I \� LEGEND: Z � Z '� I "' / EXISTING CONTOURS(INDEX)O \ J \ \ \'` 1 \ 1 I _ _ f _ _` ! / ps EXISTING CONTOURS (INTERMEDIATE) Q \ N - — — — — — — — — — - EXISTING ROAD (UNPAVED) J — to °� _ m - EXISTING ROAD (PAVED) O W y4 \ O y�\ 1 1 I i I / I I _< / � �1 -' /�/ +� ;, . ^_ �x •� EXISTING TREELINE � � �- \� \ 111 �I ICI I I / ! i I I / cn / �/ // LANDFILL Z / / / // EXISTING LIMITS OF ell iL .� / CY le / / / X X - EXISTING FENCE I I I /! I --- "�' // 1� -® /; //, .CONNECT TO � // ®e � s 1 I •� I i• I 1 / �`` : I ee� / / EXISTING POWER POLE ,, ®® OHE—OHE OHE—OHE— W 1 1 I 1 � I ► I I i / e � / / / ® EXISTING OVERHEAD POWER LINE bi Z 1 I I y�. 1 e e // /� / UGEUGE UGE UOE— EXISTING UNDERGROUND POWER LINE Lli W � /® / ' / ' — ` < L -� EXISTING LEACHATE LINE ` � REMOVE AND � I I I 1 I 14 1 I i 1 Ieee ee r - r '/ / // REPLACE PAVEMENT / —w —W w W EXISTING WATER LINE w o I� I 1 I yt I i I / / I / / / / \ = o' I I I I I I I l �I / � ,` �' / / / /� o;'oy �G �G— EXISTING LANDFILL GAS LINE I l I 1 *) �ti� REMOVE AND RELOCATE ®�-� / � / / - }—com—com—com com EXISTING UNDERGROUND PHONE LINE EXISTING WATER EXISTING PROPERTY LINE AND UNDERGROUND ELECTRIC / \ / 111■II■II■II■II■I / I / � _ _ EXISTING SEWER/SEPTIC LINE SWR — SWR — SWR — SWR — O /* / / I 1 / l ALI( I / I _ _ � / / / // I I / _ — e REMOVE FENCE � _ _ _ _ _ �'� ��� xss3.s EXISTING SPOT ELEVATION (FT) = No / ! '/'� ! /mil / l �• i � l l I I / .°° / / i \ — � � W — — /'�,w-4 EXISTING MONITORING WELL Z N /! /f/ •� 1 / •-� --- ��,. /M 1 EXISTING BENCHMARK04 Y Q a __ �8 W > e e / // _ — \ / / H LLI x / / / / ?f+� ll 1 1 I 11 �1' ---- / r / � _ ^ � _ � / _ CRITICAL SLOPES (25% OR STEEPER) � � � Lj // / �l'! ! ! l ! ! ! ( ! l loll /� � `� tee. / / �� ---�� Q U LA LL-/ / / / ! ! ! ! / l I l �. I / / ! . - ,/' °�, "°� f % i / /00' / / J/ - I \ \ C — — oHE oHE — V • > / \ OHE—OHE PROPOSED OVERHEAD ELECTRIC LINE W elf / � / � / \ � Z PROPOSED POWER POLE _ H 00 Q / / y� / / ycl! !�/ / / / �/ ! / _, �,��� �/ ,\Ci/ r / ! �, \ — DEMOLITION AREAS Ln Q JL/ 40 1000, to ---- w Ll-�e / /� // /// // / ,% i�i/ i // �� - " e/ /�,!�. / // ! w , 1 \ — - -- DEMOLITION BY OTHERS Z / / /y�/ ! / / ! I / _ems / / / ! ! N• f z /af / / / / / i ! I / - • - / / 0 �- — — — -� J e I - Q / l ' B m i- Q XJL Or 117 z CI x /*/ __ - \0 _ o Q it Z a La Zu mzm _ W~ �NQOOGZmNa Q' — la j / s \� / ,`� 6 x / / CADD FILE. 3 �- - ; f / �� _ _----/� - -� -�► v SHT-6_C2_DEM lo,`6 � /�' �/ DATE: .00 ! ! I f I -- ,,� Ste- *\\ � y� 2, _ DULY 2017 o\'� SCALE: �� AS SHOWN \\ o / /� / ,/ / r — \\� /'' / / _ DRAWING NO. / _ / ` /\\� 9 of 23 • • d v — ur u LFG PROPOSED - __ram 30-FT t TG EXISTING LFG LINE E TH of IMITS OF WIDE ASPHALT WASH WATER r C <„ TO BE LOWERED - - I CLOSED LANDFILL MAIN TRANSFE _LFG-FORCEMAIN C3Cs c\ UNDER ROADWAYPROPOSEDc3 cs STATION ROAD DROP INLET I PROPOSED c3 o / - AN/TH NY S�. TOWN ~ R5 FENCE � I i \ i x � Lic. No. 033977 � ..'"�'t .vim'' X — — x --- f-- x `— —UGEuc ucE — u�E�`,�� 07/14/17 1 \ \ .^ R 50' �. .� —. — .,_ , �'" '`-- X_ OHE -DHE-- -- UGE U-r— UGE UGE UGt ---L L - Q Ql 1 \ L i e � , N•61471469 1 \ \\ \ CONCRETE PAD - - - oHE— PROPOSED D +— — — — X -- X oHE OHE I— i r \ X ---�"— � -_ \ E _-� �,E .—�— oHE ----" I E:19 55 736.35 �A� C3 Cs 1 / 13 ' -- �' \ �V r � \ �1 CULVERT � ELEV: 716.23 PROPOSED STORMWATER 1 L / �4S ~ m— A �/ w r ',� m \ o \\ � MANAGEMENT FEATURE BOTTOM ELEV: 738.0 U $ 0 \ X \ / - , � -- _--- -- m x OHE -- E ---s- OHEOHE "LIZ _.... OHE Cr - - ;� ry3 � J OAE X - I p G PROPOSED _ ov E R40 ,, .,�� R20' EXISTING VISITOR _ _ W TRENCH DRAIN -AROUND PARKING z r - VEHICLE TURN I / �°"� ;'� _ = / AREA FOR BACKING w \ 30 0 30 60 60 1 / INTO BUILDING f� / � 1 > � - � �` X _ _ _ \ / ) A / _ Lw PROPOSED/ ' I .. f , �/ PROPOSED C3 Cs� /� , - / SCALE FEET \ / ems_ E DROP INLET f: = / LLa DROP INLET / /�� m / NOTES: 1 s� .. �.R . / / I / EXISTING �� G PROPOSED MANHOLE I '.' '.';:.. .�f.,•:..` / / I - 8.8 /' 1. THERE IS NO PROPOSED OUTDOOR LIGHTING. _ _ -f .. ...+ � . LFG LINE EXISTING m Y�l11 I! x \�\ 1 - = .�= f ; `•. "fir v PROPOSED ' F�, \ WEIGH h / 2. THE RIVANNA SOLID WASTE AUTHORITY CURRENTLY ....:_ .. t / LFG ) �; \STATIONm // PROVIDES WASTE TRANSFER SERVICES AT AN o ROPOSED f. -. .: • , ,_ . ; ` , '. ; • h BOLLARDS 1 I J , �--�� 4 / OPEN-AIR FACILITY. THE PURPOSE OF THE �?cl\ BQ LARDS e \ \ A PROPOSED TIN �/ / PROPOSED TRANSFER STATION IS TO PUT THOSE \ �. - -� _- --., TRENCH DRAIN FL E eT, ION G PROPOSED T-CONNECTION SERVICES UNDER ROOF. THIS WILL NOT CHANGE h1 °yF OF EXISTING AND / TRAFFIC VOLUME TO THE SITE OR THE ALLOWABLE PROPOSED RETAINING WALL ' C PROPOSED WATER LINE' TONNAGE/DISPOSAL RATE ALLOWED BY DEQ. ��� �\ �\ �� \\\ fir, ` 1 I I\-`-•�®®®®T - i i WATER LINE c3cs ��� lh �L 3. FOR RETAINING WALL DETAILS, REFER TO SHEET S9. s \ s ` B =° FOREBAY FOR PROPOSED LEGEND: \� \ ,.18 PULL -THROUGH �- �� \ SPHAL lT ENTR N -�A �, , - AD � .::f :-� A � � � 1 � � STORMWATER MANAGEMENT FEATURE �\ e \ �� \ �� 1 �� 1 \� - y STAIRS �G 0, EXISTING CONTOURS (INDEX) R 1 I ...,. � � BOTTOM ELEV. 705. __ ---_ 52.64' w � X -�- � / � � � c' � '" � - EXISTING ROAD (UNPAVED) Z %, J GE u 5 �m UGE: UGE — U( 1► `. 9yF / _-_®_.. ,, TRANSFER STATION , � 11GE---_ —UGE —ucE—UGE UGE � � ,�,- \ � ftft 1 g TIPPING FLOOR' ��-UGE U� W _____--�X U U�= �\ G I / / EXISTING ROAD (PAVED) a o 1 IRETA�NIN WALL r /�' .. ���Uc - � A / '' / W \ o 1 1 1 1`` 3 / -.-�� UGE ';, i� EXISTING TREELINE H � i`+ � UQE nr to �1�\ 1 i ! I I I i R68.87 D I -1'� EXISTING LIMITS OF LANDFILL 1 I II �I Nei I lc ► i I � C �. / ; � PROPOSED J!' - , X X EXISTING FENCE ,�° �2i UNDERGROUND �. I 1 yy ! ' I F R89.63' ®` J / 1 a ., ELECTRIC LINE i` �°° // -�E oHF OHE—OHE— EXISTING OVERHEAD POWER LINE GUAR GRAIL c3 cs ,� �, 1 � ... PROPOSED ,. °" -UGE—UGE—l1GE—U - EXISTING UNDERGROUND POWER LINE SPHALT TUNN L A �-� � �" � � �� - I � � / NTR NCE RO D i ' O 1 ®� - L L L L- EXISTING LEACHATE LINE w c3 Cs NNEL "'� / DROP INLET / ,� I �._ R43.53 .� � � � _ / of W / ' ..,../ / I I I PROPOSED DROP INLET W —W—W —W —W W W -/ r' / R5 \ / -W —W W W EXISTING WATER LINE EXISTING I I I ��. i� —W uGE UGE UGE UGE TRAILER O'_RKING TO EXISTING LANDFILL GAS LINE W � UGE — UGE — UGE — UGE — / � w "ZERO- � ICI I 14 ! PROPOSED MANHOLE x 3 J� // � REMAIN IN EXISTING `� _ oDISCH RG I i I I I I; �2 o STORMWATER I I I 1� I I I I PR POSE6 aSTORM ATER 6 ,r� / PARKING AREA TO EAST --�` - +—COM----COM---G�> -- EXISTING UNDERGROUND PHONE LINE BASIN I I I I I MANAGEMENT FEATURE , ,,r� \ 1 I I x�� / / 18-FT WIDE 1iI■I■■i■■III EXISTING PROPERTY LINE � ,/ / �. / Iy�i �I f � IBO; T LEV• 720.Q � �, w ♦ / ASPHALT TUNNEL -�—SWR � s,R- I EXIT ROAD / EXISTING SEWER/SEPTIC LINE r 1 � ` II ` m PROPOSED ' - _ _ xss3s R5 EXISTING SPOT ELEVATION (FT) x 72 CULVERT s / 1 I I ' �I t / - ( � D , 3 �� / / *m W-48 EXISTING MONITORING WELL C o EXISTING BENCHMARK LEVEL ®® _ / w , / / / // // PROPOSD x _._- 4^�` /,'- SPREADER C3 _---- �®' /� ,� CRITICALSLOPES / DROP1LET o p sw4 ��-,/� 740 PROPOSED CONTOUR (INDEX) W / / / / / /� / / /* / I �I ------ / / �'` 1� / / hl�/ / / /, � �. y� l .� n - �`' :. " �-$ � �' � PROPOSED STORMWATER � ` � � _ -- ; / / / PROPOSED X X X X x x -�®� X x x X X X x `4 X r,r x x ; PROPOSED ROAD x / / / / / ' / / / / / / / / MANHOLE W UGEUGEw UGE W UGE W UGE W U —UGE W ----7 F / " ?� / MANAGEMENT FEATURE . \ / / �! // BOTTOM ELEV: 704.0 - / �_ / X X PROPOSED FENCE / / / / / / I / R80 R50' - - - - - - - b / /*i% LEYLAND CYPRESS =' / y` /�/ / / l / i - - - -/_ _ _- f / •- PROPOSED GUARDRAIL / /.�/ / ,� / / / / �� // -W —W W W - PROPOSED WATER LINE W � � / � / /� / / / � / / / / �' \ / —UGE UGE UGE UGE — _ _ PROPOSED UNDERGROUND ELECTRIC / / 'yr -- / . — L L L L zQ / // /�/ / / / / / / i I // / ® PROPOSED WASHWATER FORCEMAIN / / / / / PROPOSED / - / / LINE PROPOSED STORM DRNU,-- PROPOSED ' �� ,;j FENCE _ r A�a _. -' DROP INLET - 1 '� TREE SCREEN SEE �,.� , �/ GHE—oHE WE OW- � / / / / � /� / / I � DRAWINGS L1 /L2 FOR ' 1 '' PROPOSED OVERHEAD ELECTRIC J �¢ MAIN IVY MATIAL �' W / /y/ h�/ / / l /�� / 0 PROPOSED POWER POLE LEVEL // PLAN/DETAILS x UTILIZATION CENT R ROAD o , ' / / / / / / / I ,' SPREADER 2 _ / /' / ` / f , I ', \ x/ X '645.0 PROPOSED SPOT ELEVATION (FT) �C / / / /yf / / l I C3 SW4 �'� / / / �/ I / // / // / / / / / , l -'I� / / ' x - - - PROPOSED ASPHALT ROAD / / - /� /S / - O 01 PROPOSED STORMWATER PIPE 100' DEQ REQUIRED SETBACK _ _ _ c, �' / i / y- \ , - \'�' PROPOSED TREELINE w I / _.�/�' / / I - �- - - - - - - _ - - LIMIT OF DISTURBANCE --------- i �/ /�/ / ll I lI l i i /�� / 4 y `w.,�___--- / / i �``• PAVING I I � i � � l r � / CONCRETE P .` :.:' PROPOSED CON - � TRAFFIC FLOW 75 FRONT SETBACK �_� / 4.\ � P� / / -- \\� 5 Mom. RETAINING WALL DIMENSIONS / // / � / / -'' _--- � �,,.�� / / i' \�\\• �.�� \� ��� TOP OF BOTTOM OF WALL HEIGHT 1001, // / / / // _ _/ �c �� / \� 6�® SPEC ,�� /9C WALL (EL) WALL (EL) (FT) / ;� �1- �O• - ���k' ��� A 743.5 738.0 5.5 k „' 'v " C 743.5 732.0 11.5 _ // �: � // �/ �� .� �������. � y.. ,. I B 743.5 736.5 7.0 / �� D 741.5 735.0 6.5 E 741.5 736.5 5.0 CA \ S ps o �/ — — — — — S� _ \\ //o / \G� ENO y,/ �� s)04 a) ---- m xx ui F- �Z a° �a J � OW N LL Z _ a W �- LiJ Z J I— U LLJ 0 ch a_ li cc 0 N = Z cq a�N W W> � W Lu J a V J �? �> 0 OWC � J 00 (O/) W) Cc �n a Z �U Z N u7 V �=zw� Wcn W Z Wvza� �aNa� V RIT N r 0 1— m ry Q 3f m / Va o a g lu, Z N Z Wei U W E 'n U .� LLF }� Z W g Y O a co') o y _j IWO o o zr .. r v� W O Z Q m / N L) cv -i N a o FILE: HT-7_C3_SITE TE. JU LY 2017 ALE: AS SHOWN AWING NO. / I ?j 3 oZ l7 of 23 Li w ry x c� z Q 0 0 0 00 O N N O V) U w D O ry n J O LL ry O z FLOOR PLAN 1 /8" = 1 ' — 0" LEGEND: D.S. INDICATES DOWN SPOUT CB INDICATES CATCH BASIN (TOTAL 2) SEE VDOT 2016 ROAD & BRIDGE STANDARD PLANS 104.01 & 104.02. —� INDICATES FLOOR SLOPE DOWN TO DRAIN. F.F. INDICATES FINISHED FLOOR ELEVATION. TUNNEL PLAN 1 /8" 1'-0" ;PALSH BLOCK 'ER g Al A5 FRAILER A 1 S3 ;RETE 4S ✓E PER NING ,VE NM SQ. C. JMNS A Al S3 IEWAY 3 0 I N 0 N 0 in N O I L(7 N DOWN SPOUT SPALSH BLOCK PER g Al A5 /^A R C O N STRUCTURAL ENGINEERS. INC. 223in GNBE M MM E • RA N71U SANTA MARGARITA. CA 92888 (90) 786-5102 - FAIL (M) 768-1781 U01 --G HERNAN MONTOY No. 040552 Exp. 01-31-19 AL w Q 0 z 0 w ry 0 z z Q a O O LLL w t= I- LL1 w z LLI J U E W Z Q 0 Q C — cn J� OW c/)LL _z �Q H W LL! z t- U LL1 O ry n 9 N LO q' cM N m F p = 3 }_ m Urn Zw m "I IL 11J Um. cn y g Ln- UJ Z W (.D r- W oC `O z> 0 v = cc z z L. ZOaz° T Y W U za NJ�W � DL > j n 00 Wcn c� � Zr`'n' o Q F- 0 co C5 cn U cy a j N w 0 CADD FILE: IVY —Al DATE: JU LY 2017 SCALE: AS SHOWN DRAWING NO. 67 Al �1z � of 23 A B C D E 100'10" I 25$-0" 25'-0" 25'-0" i 25'-0" C-Acni A ToinA /(Inl nD Tn TAL mmm�CORRUGATED METAL II amp9pappi SIDING (COLOR TO SELECTED BY OWNER)BE THE COLOR •CORRUGATED MATCH ©' 'I !� • METAL SIDING I �I II : �_DOWNSPOUT (COLOR TO 11 Ingo not MATCH CORRUGATED III ill II 1111 II It 1111 II I 1 I 1 it 111111 li 1 ff 11 1 li II 11 HIIH 1111 I kl II E:3E:3E:3E 11 II II ...... III =E--i--I::i3:3E:3E:3E: 1 11 II II 11 II 3E !! 'i--1-•1-#-�E-3E-3E-;E•-E--i•-1--i-•9'-3E-3E-'E••E--1--i--} :...................... 111 II II II It II 1 1111 II 11 II 1 I 1 I! 1 El 11111 lull II 11 I �1 1 1 1 1 11 111111111111 II II 11 II II I 1 I IIf1 1411. METAL SIDING) �............ JI LPI.JI I BLOCK 9 A4 A5 CORRUGATED - METAL SIDING (COLOR TO BE SELECTED BY THE OWNER) DOWNSPOUT - (COLOR TO MATCH oLO CORRUGATED METAL SIDING) I SPLASK BLOCK 9 A4 A5 s c LL c PLASH LOCK 9 A4 A5 REAR (SOUTH) ELEVATION 3/32"=1'-0" i 5 4 3 2 1 116-6" I 17'-6" 25-0$9 25'-0" 25'-0" 24'-0" 6 I I GUTTE &TRIM (COLOR TO A4 A5 MATCH I CORRUGATED METAL SIDING), 1 DOWNSPOU / (COLOR TO i MATCH II I�I Ii \ I CORRUGATED, i METAL SNDIN,6) ' pI A4 A3 X I I ��/X ' A A3 I I I► �� \. / I TOC 740.00 ' ________ � I GUTTE �� r� -' p I I PE 8 -�---� j ' � A4 S7 ��, r1 _ J J -- ��—� � ---`� r\---@ i ' �--�-� ` -� r----� I ,,—�r-- _ _ r---_� SIDE EAST ELEVATION 3/32"=1'-0" NOTES: 1. MEDIAN BUILDING HEIGHT IS 32'-10". THE MAXIMUM BUILDING HEIGHT IS 35'-0" PER R.A. ZONE. 2. MEDIAN BUILDING HEIGHT IS MEASURED AS THE DISTANCE FROM THE AVERAGE ROOF HEIGHT TO THE AVERAGE GROUND SURFACE ELEVATION ALONG THE FRONT OF THE BUILDING. DOWNSPOUT - COLOR TO MATCH CORRUGATED METAL SIDING y100" V 50'-0„ 50'-Q„ DOWNSPOUT SPLASH 9 BLOCK A4 A5 FRONT (NORTH) ELEVATION 3/32"=1'-0" 116'-6" 1 24'-0" 25'-0" I 25'-0" 251_O» 17'-6" I 6 1/-GUTTER & TR IM (COLOR TO A4 A5 MATCH CORRUGATED METAL SIDING) E----_---- =-=1---- ---- - ---- - L _ L -1 L-- �� \ SIDE (WEST) ELEVATION 3/32"=1'-0" //— STRUCTURAL 0 O N RUCTURALENGINEERS. INC. 22391 OILOMTO, SUITE E - RANCHO SANTA MARGARITA. CA 22555 (515) 755-5102 • FAX: (949) 755-1751 Lq HERNAN MQNTUX "d No. 040552 r'A Exp. 01-31-19 �SIDNAL�� w F- 0 z O U) w = I m m a C1CIC U) O � W LLJ QO Z L1 H Q r m I_.. W O c/i UJ LL H cn _ Z 0 — Q Q W H W ` W J F- _ -I F_ F_ U F- w LIJ O O = Lu O Z N Q :5Q W W> � �� Q UJ w� OC H O O � �n Q Z 0 Z Q z z W J U cr. N in cn H > Urn ti• Uz u A m , W cnNa� m a W Z W�� Zw car`� o z 5 - .� Q ZOz a uj m m Z z �. ZOaZ'con o 0 W u914C o� cn J cn z s a ,.. n o Q Z .. o F- cf' w ~ zNm� cn cn U°N°a Q�o0 EL 0 CADD FILE: IVY—A3 DATE: JU LY 2017 ALE: AS SHOWN DRAWING NO. C 14907 A4 of 23 z 0 V) w LL z Q i w 0 Of m LL w ry X LL w ftf 4" IM- 19.OA )OT 21 B 3'GREGATE GEOGRID COMPACTED SUBGRADE ASPHALT PAVEMENT TYPICAL SECTION A NOT TO SCALE C6 C3,C6,SW3 Its 4 FLEXIBLE JOINT REINFORCEMENT: 5.0 LB/CY TUF—STRAND SF MANUFACTURED BY EUCLID OR 6"X6" W 2.9 X W 2.9 WELDED WIRE FABRIC OR APPROVED EQUAL. d d. a d a 6" PORTLAND CONCRETE a CEMENT (4,000 PSI) C VDOT 21 B AGGREGATE GEOGRID COMPACTED SUBGRADE EXTERIOR CONCRETE P AVEM B NOT TO SCALE C3 C6 SEALANT 1 /4" NYLON ROPE OR OPEN CELL POLYURETHANE STRAND 11/ SAWED OR FORMED JOINT / JOINT ENLARGEMENT PAD THICKNESS PER SECTION GREASE\-#6X2'-6" SMOOTH STEEL ONE END DOWEL BAR ® 1'-6" OC OF DOWEL CONTRACTION JOINT FORMED JOINT "--BOND BREAKER CONSTRUCTION JOINT 1. PROVIDE COMPACTED SUBGRADE IN AREAS FOR CONCRETE PAVEMENT PRIOR TO CONSTRUCTION. 2. REINFORCING STEEL PER CONCRETE PAVEMENT SECTION. 3. CONTRACTION JOINTS ARE REQUIRED TO BE SAW —CUT OR FORMED AS SHOWN. THE LENGTH BETWEEN JOINTS SHALL NOT EXCEED A MAXIMUM DISTANCE OF 30'. CONCRETE FOUNDATION JOINT DETAILS M3C NOT TO SCALE TIE INTO EXISTING LFG HDPE HEADER DOWNHILL AS NEEDED TO MAINTAIN PIPE SLOPE VDOT STD PAVED DITCH FINAL GRADE MAXIMUM PROPOSED PAVED ACCESS ROAD .0.5% MIN VDOT #57 STONE I I I I I I I I I 16—GAUGE GALV. C RRUGATED METAL PIPE (CMP) AROUND HDPE PIPE. CMP INNER DIAMETER SHALL BE A MINIMUM OF 2" LARGER THAN THE OUTER DIAMETER OF THE HDPE PIPE. DISTANCE TO BE A MINIMUM 4'-0" LONGER THAN ROADWAY LFG ROAD CROSSING DETAIL E SCALE: NOT TO SCALE C3 C6 O.D. VARIES WATER LINE AND WASH WATER FORCEMAIN PIPE Tr1 r L 1 A"IL 1 1 r\ P— T' • 1 1 NOTE: MAINTAIN 12" MIN SEPARATION BETWEEN OTHER UTILITIES. VDOT STD PAVED DITCH COMPACTED SUBGRADE 2' MINIMUM_ FINAL GRADE SURFACE TREATMENT VARIES BASED ON LOCATION ABS WATER PIPE OR PVC FORCEMAIN PROPOSED 14" SDR 17 HDPE PIPE PROPOSED GRADE ��IIII IIII��I�III���ly�� ,III II PaovosEo es eLeow GROUT ANNULAR SPACE GR-2, 2A * 273/4" MIN - 28Y4" MAX RAIL HEIGHT 3'-11/z. ___/z. 3'-P/z" 3'-i'/ilu ' II II II II II II II II GR-2 GR-2A (6'-3' POST SPACING) (3'-i'/z' POST SPACING) MAX DYNAMIC DEFLECTION 3' MAX DYNAMIC DEFLECTION 2' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AND AS BRED TED BY THE ENGINEER. FOR DETAILS OF POST AND BLOCKOUTS SEE SHEET NO-501.05, x OPTIONAL GR-2A METHOD z OPTIONAL GR-2A METHOD USING NESTED RAIL USING ADDITIONAL FOR DETAILS OF RAIL ELEMENT, RAL SPLICE JOINT, AND RAIL ON BACK OF POST ASSOCIATED HARDWARE SEE SHEET NOS. 501.01 AND 501.02, z WHEN NESTED RAIL OR ADDITIONAL RAL IS PLACED ON BACK OF POST RAIL ELEMENTS ARE FURNISHED SHOP CURVED FOR RADII FOR GR-2A THE POST SPACING WILL BE 6'-3'. BETWEEN 5 FEET AND 150 FEET. ALL GUARDRAL POSTS SHALL BE SET PLUMB. POST SHALL NOT BE SET WITH A VARIATION OF MORE THAN/e" PER FOOT FROM VERTICAL. W-BEAM, BLOCKOUTS, AND POSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR FORCE, AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A RAIL SHALL BE MAINTAINED AT A HEIGHT OF 27Y" MIN - 28Y," MAX AS MEASURED PER STANDARD GR-INS. ALL W-BEAM RALS SHALL BE LAPPED IN THE DIRECTION OF VEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE OPTIONAL GR-2A METHODS OF NESTING THE RAIL OR USE OF AN ADDITIONAL RAL ON THE BACK OF THE POST FOR STANDARD GR-2A SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. FLARE RATES DESIGN SPEED INSIDE SHY LINE BEYOND SHY LINE MPH LINE LS FLARE RATE FLARE PATE 70 9' 30�1 60 8' 26�1 last ¥ 50 6.5' 21:t 11:1 ¥ a0 5' 15'1 8:t 30 4' 1x.i 71 * SUGGESTED MAXIMUM FLARE RATE FOR SEMI -RI TO BARRIER SYSTEMS. `VEDQT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE- SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS STANDARD BLOCKED -OUT W-BEAM GUARDRAIL SHEET 1 of z REVISION DATE (STRONG POST SYSTEM) zz1 fib/14:RGIMA DEPAP.TMENT CF 'PANEPORT ATOM 505 501.0a TACK COAT WHERE EXISTING PAVEMENT CONTACTS NEW PAVEMENT EXISTING PAVEMENT 2" MIN --/ GUARDRAIL DETAIL _ SCALE: NOT TO SCALE C�C6 1.0'MIN SAWCUT AND REMOVE EXISTING PAVEMENT PRIOR TO LAYING NEW PAVEMENT COMPACTED SUBGRADE PAVEMENT PATCH SECTION G __ SCALE: 1 "=1' C2 C6 LANDFILL SIDE EXISTING GRADE '--EXISTING 14", SDR 17 HDPE PIPE TIE INTO EXISTING LFG HDPE HEADER NEW PAVEMENT SEE DETAIL A C6 6 ,TH of Il �ANTHYS.TOMUNLic. No. 033977 07/14/17 W Q 0 z 0 LJ(�L/ L imissmsoff W F- Z a0 � J � a F_ ci) p J OW > cl) LL U �(1) _Z a W w Z w J F- F_ U H w LLI w __3 O 7- V) 0 N Wiz° a J N W W> cc __j avJ >> (1)> Cl) p OWC H J 00 0 m Ln cca `D Z V Z a z z > w_ J U N qT 04 i 0 m W F__ V) > Q = 12 Q } m =U rn Z La o a — m t° W ((1) Ln W04 ZWa� W !E Z 0 Z>" C) ZLLI mzm Q a m< ZLL Z W Z0( � o ]G U .7z, WvzaM Z _j o assLID V) V)Z� W oo �/� F' Ooo � _ z— N L) a ♦i)� N o wom a Z o CADD FILE: SHT-10_C6_CIV DATE: JU LY 2017 SCALE: AS SHOWN DRAWING NO Cc Yl C 6 of 23 cV 0 w �Q Qm 6 w V. 4" DIAMETER PERFORATED\ - PIPE (SCH. 40 PVC OR ABS) — SEE NOTE 5 PERFORATED PIPE — SURROUNDED BY 1 CU. FT. PER LF. %to OR 3/4" ROCK ENCASED IN APPROVED FILTER FABRIC — SEE NOTE 4 #6 @ BOF 719.75 _ w ry x 0 Z Q 0 0 0 00 0 N N 0 1-1 V) 0 w 0 ctf a_ Y J 0 u- ry 0 z #5 @ 6" O.C. 0j THICK PLATE 00 uj (CONT.) SEE DET. Q 4/S11 FOR VERT. o ii SPLICES I rr LO O It o #6 DOWELS Q ;n @ 6" O.C. y 1'-0" WALL LAYOUT LINE #4 @ 12" #4 @ 12" 0. C. CONT. EA. SIDE Y2"0 X 4" NELSON #5 @ 12" O.C. FF 74n nn RETAINING WALL SECTION _- kS3 1/2 S4 TW _ VARIES 2» #4 @ 18" CLR. 0. C. TYP. #4 CONT. @ 18" O.C. EA. SIDE 1 CU. FT. PER LF. V-, OR Y4" ROCK ENCASED IN APPROVED FILTER FABRIC — SEE NOTE 4 4"0 DRAINS @ 25-0" O.C. MAX. —2% Lol 4@ 18".C. 0 I Z --------------------------- "e" BARS— #4 @ 18" O.C. TOE 5'-0" MIN. TO DAYLIGHT 1'-0" 3/ �4" CHAMFER i� S9 S7 WATERPROOF MEMBRANE. ALONG ENTIRE BACK FACE OF WALL BELOW GRADE — SEE NOTE 6 „b BARS 2" GRANULAR . CLR. FILL _ » a» BARS r� . I I rco NOTE 5 o- M J „c„ I BARS I NIU LL- V #4 CONT. @ I1 a, 18" O.C. T&B "d" BARS 1'-0" W WALL SCHEDULE DIMENSIONS REINFORCEMENT BARS H(MAX.) W TOE F K "a" BARS "b" BARS "c" BARS "d" BARS "e" BARS 11'-0» 8'-4» 1'-8" 1'-9» 1'-9" #6 06 #5 012 #6 @12 #4@12 #5 » @18 9'-0" 69_3„ 1'-7oil 1'-5" 1'-5" #6 @12 #5 @12 #5 012 #4 012 #5 @18 " 7'-01' 4'-10" 1'-0» 1'-0" 0'-9" #5 @12 #5 018 #5 012 #4012 #5 „ @18 5'-0" 3'-9" 1'-0" 1'-0" — #5 @ 18" #5 @ 18" #4 @ 18" 1 #4 @ 18" — 3'-0" 2'-6» 0'-8" 1'—O" — #5 @ 18 #5 @ 18 #4 @ 18 #4 @ )) 18 _ RETAINING WALL NOTES: 1. DESIGN H MAY EXCEEDED BY 6" BEFORE GOING TO THE NEXT DESIGN HEIGHT. 2. DESIGN DATA: f'c= 4,500 psi fy = 60,000 psi FRICTION COEFICIENT = 0.35 DRAINED ACTIVE PRESSURE = 49 PSF AT REST PRESSURE = 60 PSF DRAINED PASSIVE PRESSURE = 295 PSF 3. SEE DETAILS 4/S8, 5/S8, 3/S9, 4/S9 & 6/S9 FOR ADDITIONAL CONCRETE RETAINING WALL CONSTRUCTION INFORMATION. 4. FILTER FABRIC SHALL BE MIRAFI 140N, SUPAC 4NP, OR APPROVED EQUIVALENT, INSTALL PER MANUFACTURER'S RECOMMENDATIONS 5. 6" SQUARE ALUMINUM OR GALVANIZED STEEL WIRE 1 /4" MESH HARDWARE CLOTH, MINIMUM WIRE DIAMETER 0.025". ANCHOR FIRMLY TO BACKFACE. 6. WATERPROOFING SHALL BE ASPHALT MEMBRANE WATERPROOFING SUCH AS BITUTHENE 3000 AS MANUFACTURED BY W.R. GRACE & CO. OR APPROVED EQUAL. APPLICATION AND MEMBRANE PROTECTION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. PROTECTIVE BOARD SHALL BE USED PRIOR TO BACKFILLING. 7. REFER TO GEOTECHNICAL INVESTIGATION REPORT FOR ADDITIONAL INFORMATION. A4 S4 S6 JOINT 1 /2" PREMOLDED EXPANSION JOINT FILLER & SEALANT (FULL HEIGHT OF STEM WALL APPLY PER MFR. SPECS. ( ONLY, NOT IN FOOTING) %"CHAMFER STOP EVERY OTHER HORIZ. (TYP.) REINF. BAR @ JOINT _WALL LAYOUT LINE 1'-0" �-3/4"b SMOOTH DOWELS x 1'-6" @ (BONDED 2-0" O.C. ONE END WRAPPED END) W/ TAPE & COATED W/ HEAVY 1" (MIN.) DEPTH CAULKING DUTY GREASE TO BREAK BOND. (MIN. OF 3 DOWELS PER STEM WALL) TYP. EXPANSION JOINT @ CONCRETE STEM N.T.S. S3 S8 CL JOINT S9 25'-0" CENTERS I 25'-0" CENTERS „ (MAX.) T (MAX.) Y8 ( (FULL HEIGHT OF STEM WALL ONLY, NOT IN FOOTING) 3Y4"CHAMFER f JOINT MAY BE FORMED WITH 1 /8" HARDBOARD AND CUT BACK TO THE ROOF OF THE CHAMFER ON WALL LAYOUT THE EXPOSED FACE LINE y• SCUT OR BUTT EVERY OTHER PROVIDE WEAKENED PLANE FRONT FACE HORIZ. BAR JOINT EA. SIDE OF WALL & SEALANT ON FILL SIDE TYP. CONTROL JOINT @ CONCRETE STEM N.T.S. S3 S9 S8 S9 JOINT 25'-0" CENTERS 25'-0" CENTERS (MAX.) (MAX.) (FULL HEIGHT OF STEM WALL ONLY, NOT IN FOOTING) JOINT MAY BE FORMED WITH 1 8" HARDBOARD AND CUT BACK TO THE ROOF OF THE CHAMFER ON _WALL LAYOUT THE EXPOSED FACE LINE - • CUT OR BUTT EVERY OTHER PROVIDE WEAKENED PLANE FRONT FACE HORIZ. BAR JOINT EA. SIDE OF WALL & Y8 SEALANT ON FILL SIDE �Y4"CHAMFER TYP. CONTROL JOINT 0 PH A"�TFR / N.T.S. OFFSET= 200 STEM AS CONSTRUCTED 1 VALUES FOR OFFSETTING FORMS TO BE DETERMINED BY THE ENGINEER. Ills APPROXIMATE WALL 6 OFFSET VALUES S8 S9 S9 � N.T.S. /^A R C O N 5iRU0TU RAL ENGINEERS. INC. 223M 0911F7M WM E • RAN010 S NTA NARCANITA, CA 92M (9411) 706-5102 • FAIC (9411) 7RL-17M S6 S8 ca HERNAN �:62);-44 No. 040Exp. 01-31- <NONAl. w Q z 0 w �z 1<1<1< Q W 9_I H' Z O QIINNNNN L Q Q 0 W L F— Z W IINNNNI F— w Z W c F F- f-- W w W 0 V 0 N Wo ZN = Q �Q W W> fft La J CC W _0 oG w J 00 0 2-1 cn La co Z U Z z > w I U N U) N } u m F- V) > ci o _ w Q m �U v) zW� < ° a a Um, cnNaLn LLJ 0 cr ? 0 Z W C9 P ZQ W s n Z > -- to c5 ry o a 5w � m � m (� m Z z ZoW g Y v a Z M o W V z a C? o� cl)Zsja� 0 V Wz � 00 N �/� �co= V) cnUNa 55 zNm¢ WoV) a o CADD FILE: IVY—S9 DATE: JU LY 2017 -SCALE: AS SHOWN DRAWING NO. ll1 �2/137 S 9 of 0 TH Op ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR r STORMWATER MANAGEMENT PLANS o� A. GENERAL NOTES G� AN/�S. TOMLIN 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN U Lic. No. .TOM 95% OF MAXIMUM DRY DENSITY AND 2% OF c. No. 033 OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL ,�� \� 17 TO BE APPROVED BY A GEOTECHNICAL ENGINEER.�ONAL A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE RISER JOINTS ARE TO BE WATERTIGHT LLJ WITHIN STORMWATER MANAGEMENT FACILITIES. Q 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 0 cn DRAINAGE SUMMARY TABLE w Z LLJ 1-" Z Q QO Z f'j Q W p -� �Z 0W Q � U. O H H cn W w Z J w w O CL N �II� G� W O� Z a�N �i W w > V � CC-j II Q UJ ?� �> �_ muj 'J 00 ((0 W OJC Q Z co v Z Q NOTES: 1. SEE DRAWING SW5 FOR STANDARD VDOT DETAILS. N In 2. IF THERE IS A DISCREPANCY BETWEEN TABLE AND PROFILE, USE PROFILE INFORMATION UNLESS OTHERWISE APPROVED. a m� V) r > Q _ w� m �r U 01 < a Z w " a W cn y a ,n WZWa W cc Z o z> " cc ZZ U. mz m Z W Z 0 aZ' o W zaM o w N J ct R o U) a o F- ♦ Q r• V W Z ti " co � ti o� ..Q r V♦ c/i C) N a N m -5 N 0 0 fZ d � CADD FILE: SHT-16_SW1 _S DATE: JULY 2017 SCALE: AS SHOWN DRAWING NO. �� swiof 23 STRUCTURE NUMBER VDOT DESCRIPTION DETAILS INVERT IN INVERT OUT SLOPE Q-10 (CFS) V-10 (FPS) REMARKS Al EW-1 H=3'-9" L=8'-0" P1 = 696.00 A2 MH-1 RIM=725.42 SUMP = 698.67 P2 = 698.77 P3 = 716.43 P1 = 698.67 A3 DI-1 RIM = 704.55 SUMP = 700.83 P2 = 700.83 STRUCTURE A3 CONSISTS OF (2) VDOT STANDARD DI-1 DROP INLETS CONNECTED. A4 DI-1 RIM = 720.50 SUMP = 716.75 P3 = 716.75 A5 EW-1 H=3'-2", L=6'-0" P4 = 720.00 A6 MH-1 RIM = 724.64 SUMP = 720.27 P5 = 720.37 P9 = 720.38 - P4 - 720.27 A7 MH-1 RIM = 728.95 SUMP = 724.95 P6 = 725.05 P5 = 724.95 A8 MH-1 RAM - 738'�� SUMP = 731.39 P7 = 731.49 P6 = 731.39 A9 DI-1 RIM = 738.50 SUMP = 732.10 Pg = 732.20 P7 = 732.10 A10 DI-1 RIM = 735.60 SUMP = 733.00 P8 = 733.00 A11 DI-1 RIM = 723.00 SUMP = 720.57 P9 = 720.57 Al2 DI-1 RIM = 738.50 SUMP = 729.97 P10 = 729.97 A13 EW-1 H=3'-2", L=6'-0" P10 = 722.00 A14 DI-1 SUMP 71703 92 P11 = 706.00 A15 EW-1 H=3'-2", L=6'-0" P11 = 704.00 A16 D!-1 RIM = 723.33 SUMP = 721.39 P12 = 721.39 A17 EW-1 H=3'-2", L=6'-0" P12 = 721.00 A18 SIDE SLOPES = 3:1 VARIES 9.0 4.81 6' x 1' V DITCH LINED WITH FLEXAMAT A18 SIDE SLOPES = 6:1,4:1 VARIES 2.0 9.07 6" STANDARD VDOT PAVED CHANNEL TYPE Al A19 SIDE SLOPES = 3:1 VARIES 9.0 5.79 6' x 1.5' V DITCH LINED WITH FLEXAMAT A20 SIDE SLOPES = 3:1 8,1 % 1.06 3.24 GRASS LINED V DITCH CHANNEL A21 SIDE SLOPES = 6:1,4:1 13.3% 2.0 9.07 6" STANDARD VDOT PAVED CHANNEL TYPE Al P1 24" L = 191.70' 1,39�; 14.4 6.26 RCP ASTM C76 CLASS V P2 24" L e 210.94' p•gggo 9.0 4.29 RCP ASTM C76 CLASS V P3 24" L = 31.80' 1.00% RCP ASTM C76 CLASS II P4 18" L = 28.56' 0.95% 5.20 4.85 RCP ASTM C76 CLASS III P5 15 L = 84.30' 5.43% 4.17 5.18 RCP ASTM C76 CLASS III P6 15" L = 146.00' 4.34% 4.17 5.84 RCP ASTM C76 CLASS II P7 15" L = 60.10' 1,02q; 4.17 5.62 RCP ASTM C76 CLASS II P8 15 L = 88.65 p•gpq; 4.17 5.37 RCP ASTM C76 CLASS II P9 15 L = 17.91' 1.06% 1.06 1.34 RCP ASTM C76 CLASS III P10 15 L = 107.00' 7,45% 1.20 8.15 RCP ASTM C76 CLASS III P11 24" L = 65.43' 3.05% 9.0 10.13 RCP ASTM C76 CLASS III P12 15" L = 39.03' 1.00% 2.0 4.58 RCP ASTM C76 CLASS II ! p I I I I I I 1if/ �/ � \ \ t � � X a� 9. O A- I vv 1 \ \ \i // / I SCF AREA A I I \ I I it1 I/ i// i/ l/ l i i LENGTH: 150 TC: 0.55 MIN. \\ 1\ I 11 11 m 1 >>1 9. 1� I I \ ` \ / i 1 � SLOPE: 8% F CHANNEL A21 SW2 sw4 PROFILE SEE 10 i� / I SW2 SW3 �\ x le,I' SF AREA A 9 p I , 1 I} �J ` x LENGTH: 150' I i I 1 / - I \ \ TC: 18.38 MIN. I p ! l i ! 1 LFG ,/ / / l l / l l lI//// //,7� ! •.`� --' � SLOPE: 2% ' l i � i _._.__� w w ----�- w w w- w w -- w- w w' / / / / 1 \ w - w __.,� . 7- �N L _1,FG �� CHANNEL A18 F i < \ I I LANDFILL �G i I I \ ` I PROFILE SEE SW2 SW4 - I L-tM9 TS� � � I ! 1 i / I p l _- I G I G- � / t5_ \ l I l �G �,�G 1 I / 8 \ 4---`fG"� DRAINAGE AREA D I p 1 �/ SW2 SW4 DRAINAGE AREA C $----F..T:'.-' x X JGE JG£ ---'_'\,UGE �- ...E � \--, 1 I _ -= �� 41GE UGE =--- I I\ I ! 1 I (� I� \ \ \ \ - - - / I 3. . . 7 - - • � a -E UGETTT- UGE UGE `UGE E L E - $E X I S TI N 2) 1 2" C M P S ` _ X �__ x X oHa -� OHE WE r W TO BE PLUGGED \ j I\ GRAVEL DIAPHRAGM ; ` �j i 3 SF AREA B � -GNE GNE � � � Q `.; 16 � LENGTH: 20 =----- \ r ` A16 TO A17 \ SN. / TC: 0.31 MIN. 74S _ �. ♦ r �i w PROFILE SEE 4 ` SAND FILTER C B SLOPE: 2% k 2 ------ i 1 SW2 sw3 \ ♦ / U --- ® .\ \ SW2 SW5 .. x -.. _ C \ 0 x HE E _ OHE OHE --- --�-- Oh OHE � \ \ \\ � � / _ m WE XWE Al 7 WE L / 1 E v - I � SAND _/ B / / A �� EXISTI� � GH _ ( � / SCF AREA B R.� .. / FILTER SW5 / / �\ + \ , �^i \ i,� SCALE LENGTH: 60' \ / / �►_ , 1 1 TC: 0.34 MIN. ---- -� GRAVEL m EXISTING HOUSE �\ \ �, Ems- i�� �- DIAPHRAGM C :12 SCALE � I SLOPE. 3.33 • • - . . • . � � � �� + ,� _ , 0 7 J TYP SEE - - •• �yFm - AND q$ :•; SW2 SW5 HOUSE A \ \ Al2 A18 E '6 CHANNEL A18 SCALES sw� sw4 PROFILE SEE 8 GRAVEL (c � vv v \v I v - .� m / / �G __-- �, \ SW2 SW4 V A \ I x \ DIAPHRAGM , l� 1 r 1 PROPOSED 1 %_,_ / \ e \ \ \ \ \ \ \ \ A9 \ \� . - i CF AREA A�;, m � �\�\ \ \ \ \ \\ \ \ \ I \x _� \ w -w --w ---w -w TRANSFER STATION LENGTH: 520' �' 911 o \ \ \ \ \ \ �, \ ! - o --�- - £ DRAINAGE AREA A TC: 3.5 MIN. may, SLOPE: 5% ; !®\ \ \ \ \ A5 TO A10 I o � w \ \ \ \\ \ PROFILE SEE � � '� Al2 TO A13 � I t //� . � � � � SW2 sw4 �, �� \ \ \ SW2 SW3 a 3 CHANNEL A19 ' x \ \ \ \ \ PROFILE SEE � D \ , ,Aw \ \ \ � \ \ \ x _ SW2 SW3 � � PROFILE SEE z �° \ \ \\ \ \ \ \ PROPOSED i I a"''� " '. /) ' I 1 SW2 sw4 ' a k TRENCH � ,LJGE -UGE -- UGE -UGE -- U(_ UGE UGE \ �___ F o W \\\\ \ \ \ DRAINS p ; J w -- w 'E r � °� 10 PIPE A 19 UGE UGE \ w DRAINAGE AREA B / A13 uOr 1 1 , m z - � Al 0 CHANNEL A20 .. PROFILE SEE C ~ ry •, a � SW2 SW4?Ali �� -�`� � PROPOSED FOREBAY 0y + af ui SW2 SW3 I / / r / - -�-� f 3/ �� __.. / i,: f J a EXISTING A7 < STORMWATER ER A6 THROUGH All 6 w w PROFILE SEE - _ w-www-ww-w -w UGE w UGE w/ w ZERO SW2 SW3 " ucE-u� HUGE-UGE - F UGE J i / o « DISCHARGE I CF AREA B A6 / / I ' A14 o BASIN I I 0o I LENGTH: 292' � p p TC: 1.6 MIN. - X i / I SLOPE: 7.5% p A5 w A4 o i% • `'`' • ; ; : ' / PROFILE SEE �/ f ®t; cI►ram / c\niz SAND B --• / / x 1 1 - - - - / k FILTER B -x--X x x x _w x w x SUMP x// / SAND B % X X X X - -- UGE - UGE A2 i SW2 SW5 uGE - uGE - uGE - uGE - ucE _ - - - - - w _w -w _w _w w / I A3 �' / / / / FILTER A `\ \ 2 - Q' / / / / SW2 SW5 \ \x / i / / / / / / / / / Al TO A3 / // // PROFILE SEE 2 /®/ // // // / SW2 SW3 0CP CP J /�, CP o / / / / / D \ pp pip porip�. / / / / / / // //� / I A2 TO A4r -__ �� // / / / �ISTING - / / / / I / / , - " PROFILE SEE �� o / / / / ' / I / / � � SW2 SW3 - - _ -- � � � / ®/ , - � ! 1 / FACILITY A.,L i / I / / i� ENTRANCE ROAD CL --- ,V 30 0 30 60 SCALE FEET NOTES: 1. STRUCTURAL BMPs TO BE SAND FILTERS. 2. IMPERVIOUS COVER 29% OF TOTAL DRAINAGE AREA. 3. OPEN SPACE: AREAS DESIGNATED AS OPEN SPACE ARE NOT TO BE DEVELOPED IN THE FUTURE. 4. THE SURFACE AREA OF STORMWATER BMPS ALSO QUALIFY AS OPEN SPACE ACCORDING TO TABLE 1 LAND COVER GUIDANCE FOR VRRM COMPLIANCE SPREADSHEETS, OF THE VIRGINIA RUNOFF REDUCTION METHOD COMPLIANCE SPREADSHEET ATTACHMENT 1, APRIL 2016. 5. FOR DRAINAGE AREAS C AND D TIME OF CONCENTRATION ASSUMED TO BE 5 MIN 6. REFERENCE SHEET SW5 FOR SAND FILTER NOTES. 7. SAFETY SLABS (SL-1) SHALL BE PROVIDED IN ANY STRUCTURE TALLER THAN 12'. 8. CONCRETE INLET SHAPING (IS-1) SHALL BE PROVIDED ON ANY STRUCTURE WITH A 4' OR GREATER DROP. G 9. STORMWATER PIPE TRENCH PER SW2 SW4 STORMWATER LEGEND: DRAINAGE DIVIDE FLOW PATH FOR TC, ARROWS _ DENOTE CHANGE IN TYPE OF FLOW DIRECTION OF STORMWATER FLOW - - - - LIMITS OF DISTURBANCE SITE AREA LIMITS RCN RUNOFF CURVE NUMBER CH CHANNEL FLOW SCF SHALLOW CONCENTRATED FLOW SF SHEET FLOW TC TIME OF CONCENTRATION 1-*-*_`*-*_*_*-*-*-*-*-'_J OPEN SPACE TOTAL DRAINAGE AREA 4.28 COVER TYPE AREA (ACRES) FOREST/OPEN SPACE 0.19 MANAGED TURF 2.85 IMPERVIOUS COVER 1.24 DRAINAGE AREA A d COVER TYPE AREA (ACRES) FOREST/OPEN SPACE 0.07 MANAGED TURF 2.35 IMPERVIOUS COVER 0.39 DRAINAGE AREA B COVER TYPE AREA(ACRES) -!I FOREST/OPEN SPACE 0.05 MANAGED TURF 0.40 IMPERVIOUS COVER 0.55 DRAINAGE AREA C COVER TYPE AREA (ACRES FOREST/OPEN SPACE 0.04 MANAGED TURF 0.13 IMPERVIOUS COVER 0.13 DRAINAGE AREA D COVER TYPE AREA (ACRES) FOREST/OPEN SPACE 0.03 MANAGED TURF 0.05 IMPERVIOUS COVER 0.17 ��TH OF D O ✓" l �N�THY. TOMLIN ~ U Lic. No. 033977 07/14/17 ZONAL Ld 0 z 0 w li Z Q W wF- W 0w tl)ZO al-- ZQ Q5 Z Q G � Q - oC �Z �V- �a �Z 05 Q W� cj)a W Z LLJ W LLJ O a O = N Z� Q � N W W> V) J Q VJ cl)N J O OO a �c Q `� Z V Z Z / W J U N U) I* N } C mLr_ F- Q > � � m _ � �+ (U c) < d < li = Z w -m� LL cvn N a Z wm� o z> U 7) Q c!)a0W ixZZLL mzm r Z Y V zz W Z N _j o cn od Q n o f- W 1-- 000= i% 1 z�ra N �/� N V N d -iN m 0 a o CADD FILE: SHT-17_SW2_S DATE: JU LY 2017 SCALE: AS SHOWN DRAWING NO. f SW223f� 0f 23 755 750 0 w U) 0 0 a w of x z x w w Of x 0 m z 0 0C w w V) z a of w o of 0 m I U- w o` x L w x 750 745 A6 (EW-1) STA: 0+06.62 FINV OUT: 720 00 18" RCP 740 735 730 725 720 715 710 - 7 0+00 735 730' 72 72 71 71 70 70 745 P7 � 6 � UNDERDRAIN PIPE 60 10' of 15" INV IN: 736 00 SS I I FCR _ 740 --- P8 P6 88 65' of 15" EXISTING GRADE PROPOSED ELECT 146IC LINE .00' of 15" CLASS II RCP @ 0.90% 735 �-mot PROPOSED GRADE i ........ �° PROPOSED GRADE A10 (DI-1) STA:4+14.31 730-- - o15 ------,-------,r---- ---- - - ...::- ::....... _ I -� RIM : 735.60 f CLAS III RAP @ 5437. I o INV OUT:733.00 15" RCP 15" ......... I I --- REINFORC CONCRETE I A9 (DI-1) f OAD SECTION PER c PIPE ROAD SECTION STA:3+25.6 SW3 ........... PER RIM: 738.50 A A8-{M-1}-.-- ENV IN.732.20 15_ RCP c STA:2+65.55 INV OUT:732.10 15 RCP A7 (MH-1) SW3 RIM:738.79 A6 (MF-1) -__ i STA: 1 +19.56 INV IN: 731.49 15" RCP - - P STA:O+!35.25 INV IN:725.05 15 RCP 9 INV T:731.39 15 RC RIM.72.64 INV OUT:724.95 15" RCP INV IN:720.37 15" RCP INV IN: 7-20,38 15" RCP P4 INV OUT:720.27 18" RCP 1 28.56' of 18" RCP ® 0.195% 1 +00 2+00 1 3+00 A5 to Al PROFILE SCALE: H:1 "=30' V:1 A2 (MH-1) i STA:2+12.57 I RIM:725.42 INV_ IN: 698.77- 2 '--RCP EXISTING GRDE INV IN:716.43 24" RCP EXISTING ROAD ®INV OUT:698u67 24" RCP 24" REINFORCED 5 CONCRETE PIPE SEE SW3 SW3' I (EW 1) k:-0 - OUT:696.00 24" RCP )SED OUTLET CTION PER SW3 ES4 725�- i 720 715 710 +--- 0+00 -A1-2�•Df-� ) STA: 1 +2 ;.00 RIM: 738.50 INV OUT:729.97 15" RCP f 11-10, 3 I EXISTING GRADE 715 6" UNDERDRAIN PIPE INV IN: 736.00 710 '-P 10 107.00' of 15" CLASS III RCP ® 7.45% A13 (EW-1) STA: 0+18.00 INV OUT:722.00 15" RCP 1 +00 V:1 "= 6' 4+00 4+22 EXISTING ROAD TO BE REMOVED A17 (EW-1) PROPOSED GRADE STA:0+00.83 INV OUT:721.00 15" RCP EXISTING GRADE EXISTING ELECTRIC LINE 725 _ .. RELOCATED WATER AND UNDERGROUND ELECTRIC 0 • 1� _ --,- PROPOSED GRADE A16 (DI-1) STA: 0+39.86 RIM: 723.33 INV OUT: 15' 720_ A P12 ROAD SECTION PER 39.03' of 15" sw3 CLASS II RCP @ 1.00% 715-1 0+00 0+48 A16 TO All PROFILE 4 SCALE: H:1 "=30' V:1 "= 6' 740 EXISTING GRADE a A3 (DI-1) 735 PROPOSED GRADE STA: 4+23.50 RIM: 704.55 i 24" CONNECTION 12 INV IN:700.83 24" RCP / I ROAD SECTION FROM --SECOND DID--1 sw3 sw3 INV OUT:700.83 24" RCP 730 PER A 6" UNDERDRAIN PIPE INV IN: 702.05 695_ - -- - P1 P2 I---- 191.70' of 24" 210.94' of 24" EXISTING STORMWATER CLASS V RCP C�? 1.39% CLASS V ,RCP @ 0.98% 690+--'iZ-ERO" DISCHARGE BASIN 0+00 1 +00 2+00 3+00 4+00 WATER ELEVATION Al TO A3 PROFILE 2 EXISTING GRADE SCALE: H:1 "=30' V:1 "=6' W3 STA: 0+84.0 735A ELEV: 734.3' 24" RCP PIPE (P2) 'y VDOT PAVED DITCH 2 0 730 ,�.�`L SWSW6 STA: 0+13. EXISTING LFG LINE ELEV: 724.0' PROPOSED LFG LINE 725 - 16 (DI-1) 3, STA: 0+05.40 RIM: 723.33 1 INV OUT:72139 15" 7201- 0+00 0+84 CHANNEL A21 PROFILE 10 SCALE: H:1 "=30' V:1 "=6' DI-1 24" RCP PIPE CONNECTION (IE 700.83 ® BOTH ENDS) DI-1 A3 DETAIL 12 SCALE: 1 "=4' 4+ 38 705+- 700 -I-- 0+00 1 +62 740 c SW3 725 A11 (DI-1) A6 (MH-1) STA: 0+35.96 STA: 0+18.05 Q RIM: 723.00 RIM: 724.64 720 - _ P9 INV OUT: 720.57 15" RCP INV IN: 720.37 15" RCP 17.9: ' of 15" INV IN:720.38 15" RCP CLA S III RCP @ 1.06% INV OUT:720.27 18" RCP 7 0+00 0+44 A6 TO All PROFILE 6 SCALE: H:1 "=30' V:1 "=6' SW2 SW3 STRUCTURE STRUCTURE RIM ELEV SANDFILTER ELEV (TOP) A3 704.55 704.00 A4 720.50 720.00 A9 738.50 738.00 Al2 738.50 738.00 735 730 30 0 30 60 1 SCALE FEET 6 0 6 12 SCALE FEET A15 (EW-1) STA: 0+12.89 INV OUT:704.00 24" RCP A EXISTING ROAD SECTION PER c GRADE_ PROPOSED SW3 GRADE A14 24" CMP 90 DEGREE ELBOW OPEN RIM ELEVATION 708.00 6" PERFORATION OF ELBOW INVERT ELEVATION 707.25 i 24" PIPE INVERT IN IS 706.00 -P11 AND BOTTOM OF FOREBAY 65.43' of 24, CLASS III RCMP @ 3.05% 0+ 85 A14 TO A15 PROFILEr7 SCALE: H:1 "=30' V:1 "=6' SW3 EXISTING GRADE 1000 , 725- - -- A11-_ DI ---1- 720 ( _ STA: 0+04.88 RIM: 723.00 INV OUT:720.57 15" RCP 715 0+00 _1+00 ER&SW4 SW3 1 +48 SCALE: H:1 "=30' V:1 "=6' SW2 SW3 EXISTING GRADE 730 PROPOSED GRADE 725 A4 (DI-1) STA: 0+40.21 RIM: 720.50 INV OUT:716.75 24" RCP 720 S 6" UNDERDRAIN PIPE INV IN:718.00 715 P_3- I 31.80' of 24" CLASS II RCP @ 1.00% 710 A2 (MH-1) STA: 0+08.41 RIM: 725.42 705 - - INV--IN:698.77 24" RCP INV IN:716.43 24" RCP INV OUT:698.67 24" RCP 700 ' - 24" REINFORCED CONCRETE PIPE 6 05L +00 0+49 A2 TO A4 PROFIL 5 SCALE: H:1 "=30' WS w 3 V:1 "= 6' NOTE: 1. CONCRETE INLET SHAPING (IS-1) SHALL BE PROVIDED ON ANY STRUCTURE WITH A 4' OR GREATER DROP. 2. EXISTING UTILITIES ARE APPROXIMATE. �1w "TH OF I' AN�S. TOMLIN ~ U Lic. No. 033977 k�_IQNAL7/14/17 Q LLJ Z w QO T zc �Q < Lu 0� w0 OW as U)L- oZ�c - Q 0 W cn w Z J __j ~ w 0 O N =Zcm Q < N W W> U)CCCCA Q L) ?� cn > ix H 00 U 2cc LIDa Z `� V Z Q z z >- w N Ln cm } U I- maf Q E- > �: } /1 p 3 o m �♦ U a d =zWm -m tO W cch N a W w 0 r Z ZW E ", o ' ' ?_-D Q a mzm oz z ac r Y Z V 0Q I W Z N J� o (naz�L0 00 o (a)Lu F- D r i C5 N (� co a N a(Do CADD FILE: SHT-18_SW3_S DATE: JU LY 2017 SCALE: AS SHOWN DRAWING N0. swo 3 of 23 745 740 +_ _ 735+--- - 725 +- 720 E <� Q ANCHOR TRENCH INITIAL LEADING EDGE OF MAT 18". FILL AND COMPACT ANCHOR TRENCH. VARIES 18" U ANCHORS INSTALLED IN 2' INCREMENTS BEHIND FIRST EXPOSED BLOCK SO THAT ANCHOR IS TIGHT WITH SUB GRADE. WATER FLOW INFILL OVERLA - 18" MAT WITH TOP SOIL. `- 18" "U" ANCHORS L FLEXAMAT INSTALLED IN 2' INCREMENTS ACROSS THE CHANNEL CHANNEL LINING FOR OPEN CHANNELS SCALE: N.T.S. STA: 0+95.3 ELEV: 714.0' STA: 2+00.4 ELEV: 720.0' FLEXAMAT (I)S SW4W4 __ T +42.5 0 715 co V) X EL V: 708.0' -` 0 a 710 z F= EXISTIP U_ 0 Q X m (n PROPOSED ELECTI IS N 705 �- w DISCHARGE INTO FOREBAY w ELEV: 706.0' X 700 z 0+00 1 +00 2+00 NOTE: OPEN CHANNEL A18 PROFIL 1. EXISTING UTILITIES ARE APPROXIMATE. SCALE: H:1 "=30' CONTRACTOR SHALL EXERCISE CAUTION WHEN » U_ EXCAVATING AND ANY DAMAGE SHALL BE AT THE V:1 =6 a EXPENSE OF THE CONTRACTOR. BEGIN AT TRANSFER STATION TUNNEL EXIT 4'-6" VDOT EC-2 MATTING (KEY INTO =III= 9 =) I I=I SLOPE 6" MIN) =III= = ;IIII�II SUBSEQUENT FLEXAMAT PANELS AND TRENCH INITIAL LEADING EDGE OF MAT UNDERLAY ARE SHINGLED 18" UNDER EXPOSED TO CONCENTRATED FLOW 18" PREVIOUS PANEL. IN DEPTH. COMPACT TRENCH WITH SUITABLE FILL. PERPENDICULAR OVERLAPS FLEXAMAT FnGF EXPOSED TO SCALE: N.T.S. STA: 3+68.11 ELEV: 740.0' STA: 3+49.62 ELEV: 738.0' --� EXISTING GRADE SHEET FLOW: = RECESS TWO OUTSIDE BLOCKS 0 12" INTO SUBGRADE. 0 j 0 0 a_ 00 i' + �__�C5 o zr, 0 Q w 0 FLEXAMAT PRODUCT W (n W no Cnl 1 A I 6"_\ 4:1 4" �CONCRETE \ IM/'1T M A\ /rM M1 T/'%1 1 A 9 1 `IV IL. VJLV 1 VI\ JLV IIVI`IJ OF A18 AND A21. FLEXAMAT PRODUCT OPEN CHANNEL Al CROSS SECTIO D SCALE: SW2.SW4 VDOT #57 STONE OR APPROVED EQUAL 0.5'MIN -FINAL GRADE VARIES 7 PROPOSED RCP 0.5'MIN SW4 �- 1.0' 1.0' DIAMETER VARIES STORMWATER PIPE TRENCH DETAIL rG SCALE: 1 "=2' SW2 1.COMPACT STONE AROUND PIPE. 2. FINAL GRADE SURFACE TREATMENT (I.E., PAVEMENT OR TOPSOIL) VARIES BASED ON LOCATION OF STORMWATER PIPE. Ei EXISTING EDGE EXPOSED TO SLLJ HEET LF�_LINE _' RECESS TWO OUTSIDE B OCOKS a_ 0 / ; 12" INTO SUBGRADE. + o / PROPOSED VDOT' PAVED N N CHANNEL INVERT F CHANNEL Al 3 CROSS SECTIO E SCALE: 1 "=1' z = > E SW4 SW4 SW2 SW4 SW4 Q W PROPOSED LFG LOCATION FLEXAMAT CONSTRUCTION NOTES: cry_ 1 STA: 2+73.8 ELEV: 728.0' 1. GRADE CHANNEL SO THAT WATER WILL FLOW DOWN THE CENTER OF THE CHANNEL AND BE CONTAINED TO THE CHANNEL. ALL SUBGRADE SURFACES PREPARED FOR PLACEMENT OF MATS SHALL BE SMOOTH AND FREE OF ALL ROCKS, STICKS, ROOTS, OTHER PROTRUSIONS, OR DEBRIS OF ANY KIND. THE PREPARED SURFACE SHALL PROVIDE A FIRM UNYIELDING FOUNDATION FOR THE MATS. 2. APPLY SEED DIRECTLY TO THE PREPARED SOIL PRIOR TO FLEXAMAT INSTALLATION. USE SEED PER PROJECT SPECIFICATIONS. 3. INSTALL FLEXAMAT ROLLS. AVAILABLE WIDTHS ARE 4', 5.5', 8', 10', 12', & 16' AVAILABLE IN CUSTOM LENGTHS. FOR WIDER WIDTHS, INSTALL MATS ADJACENT TO EACH OTHER. (CONTACT MANUFACTURER FOR DETAIL ADDRESSING LONGITUDINAL SEAMS.) 4. AT THE TOP OF THE CHANNEL, THE INITIAL LEADING EDGE OF FLEXAMAT EXPOSED TO CONCENTRATED FLOWS SHALL BE EMBEDDED 18" VERTICALLY INTO THE SUB GRADE TO SERVE AS AN ANCHOR TRENCH. THE TRENCH SHALL BE FILLED AND COMPACTED WITH SUITABLE FILL OR OTHER. 5. FOR ADDITIONAL SECTIONS OF MAT, OVERLAP THE DOWNSTREAM SECTION 18" WITH UPSTREAM SECTION OF MAT. PRIOR TO INSTALLING - OF SOIL 18" FROM END OF UPSTREAM MAT. DOWNSTREAM SECTION IS LAID OVERLAP, FLIP UPSTREAM MAT BACK 24". EXCAVATE 2.25" IN THE SHALLOW TRENCH. LIGHTLY SPREAD TOPSOIL OVER INITIAL EDGE. FLIP END OF UPSTREAM MAT OVER THE SOIL COVERED INITIAL LEADING EDGE OF DOWNSTREAM MAT. 6. INSTALL 18 U ANCHORS IN 2 INCREMENTS ACROSS THE OVERLAP. INSTALL ANCHORS DIRECTLY BEHIND BLOCKS. U ANCHORS CONSIST OF #3 REBAR "U" ANCHOR WITH 18" LEGS. 7. AT THE END OF THE ARMORED CHANNEL, EMBED THE MAT 18" IN A TERMINATION TRENCH. FILL AND COMPACT TERMINATION TRENCH WITH SUITABLE FILL. 0 • 3+00 730 ---TA: 1+40.5 3" LAYER OF TOP SOIL 0 APPROXIMATE LOCATION OF ELEV:722.1' 0 PROPOSED 10" PIPE AND SIDEWALK GOOD STAND OF GRASS Lij 725 EXIS-TI I 72-- GRADE STA: 0+81.9 PROPOSED STA: 0+61.9 ELEV:718.0' FORCEMAIN of X ELEV: 716.0' EXISTING WATER 720E -� AND ELECTRIC LINES (TO BE RELOCATED) € STA: 0+25.2 ''--- PROPOSED ELEV:709.9' WATER LINE 715 - OPOSED INVERT D 2' STA: 0+11 8 FLEXAMAT CHANL. EL ELEV:708.�5' SW4 sw4 710 -- PROPOSED WATER AND ELECTRIC LINE-S 705 (-- DISCHARGE INTO FOREBAY ELEV: 706.0' 700 t- _ + _- 0+00 1+00 1+41 OPEN CHANNEL A19 PROFILE SCALE: H:1 "=30' V.1 "= 6' 6" PERFORATED UNDERDRAIN PIPE 3+80 3' CONCRETE LEVEL SPREADER - z3LAYER OF PEA GRAVEL VDOT #57'S STONE BEDDING LAYER 2' 13' 3" LAYER OF PEA GRAVEL SEE TYPICAL VDOT ENDWALL DETAIL DRAWING SW5 SW4 SAND FILTER FILTER MEDIA III-i I I - III -III -III-III-i IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 11=III=III=III=III=III=III= III- III -III -III -III -III -I 1=1 I I -III -III -III -III -I 1I- 110 1=1 11=1 11=1 11=1 11=1 11=1 TYPICAL LEVEL SPREADER DETAIL 2 SCALE: 1" = 1' C3 SW4 eTH op Il ✓' 1 ANTH NY S. TOMLIN ~ U Lic. No. 033977 07/14/17 I4NAL w Q z 0 w Of H w W � ZO w Q cmQ F- �Q Z6 �J -Ui W 0 J 0 cc Qa W �LIL Z c O - Q W cn w J Z ~ U F- w Li w 0 U) n cc 0 N Z°m Q � N W W> � ui J Q UJ ?� N> 0 rn owC LU J 00 2cc 1n Q Z 0 Z >Z z w U � N Ln a N }� m 0_ Q >� C _ r m n Liu a) Y� Z = w a a -m� W uvi vi a W wZf U Z WC� U Z Q _z c mzm mZzLL ZoW r 9 Y W0zan U 0 _ z a MN�f- 06 VaLUZ t oV) �Go= ZNma lA Ucm _iNz w o In a- In CADD FILE: SHT-19 SW4_S DATE: JULY 2017 SCALE: AS SHOWN DRAWING NO. A/#/1 W4 S0' f 23 0 w O O ir w cr x (5 z V) X w w x z O F— U) w u- V) z Q w D: O m I w w w x w it x Ki 1 1 1 \ 1 I I 1 I I 11 l //// / / / / l //// //////,,,�'f'"r ♦♦ I /� / �4 I j ) I I I 1 I I I ; \ 1 I � \ IA- � .__1_,� -I- J�' i \ UFG--�' i //�, L , v \ w -�-- w w w— w — w w f w _____ w 1�— w 4-- w 1 w 1 w I w LFG w w) w w w w LFG w I 1 I w LFG ��G--`� / I `J/ \ I TG l �G —am I i 1 1 I s-, // I LFG—�9 \\ �� I l LFG--TAG � I I i � i I { I i I I I j l ' I \ � - v v , ,, / / � I � ,�,�7.,�.,' • �--.-�„�� �`r'-X / /� \ __ �_ \ 1=-�—"•r- '—-".R� x X - Q UGE ; --- UGE UGE rUGE ' i J I 1 I \ \ \ J.,�—s �^'�` in' ---pF UGE UGE —" UGE L L L 1 \ \ \\ �. \ / / �, — .� .may/— _�_ X 7(-- V UGE UGE i I 1 \ \ \ / 3-------- X7= x ry1&77 0� GE UGE 1 i 1 X x — X OF1E OHE OHE— UGE K 3 1 \ \ \ e \ \ \ \ 3 1 -- � OKa+E t'' I 11 / \ \ Gtj m \ / I -� r� x OHE __r OHE OHE OHE — /_ -- - - _ - - \ \ \ \ \ \ \ \ ' __✓ '' ONE --+--- 0 0"E OHE I _ < F~ _ \ x--x--�— .► Wf O"E OOP \ OHEQHi 1011 ONE \ / \ / / \` EXISTING TREES / ,� �" i // % �`/ // /\/ /, 0♦♦ // TO BE PRQTEQTED V j s j .\ \\ SEE NOTE 7 0,2 I 10, `` / v v EXISTING TREES I 8 4 r S�EBNOTEOTECTED\\ w ---w —w w Tw w /�` o '/ .// I J` �\ \ \ I / \ EXISTING TREES / 01 TO BE PROTECTED SEE NOTE 7 J� \ \ \ \ \ \ \ \ \ \ \ \ 1 (I / I 00 „UGE' UGE UGE UGE— \ w w>-- _\ UGE UGE ''� --_ c uw ♦ f / r // =' 3 ° // i / / \_ " u w `— w / ♦s/ / +' \ \ -UGE i \ 1 i I � 11 1� ` � it i � I I � I } `.1, I i -- _ / / / / / ♦ I,-- � --/ / ♦ �.'1 .-,- � � x 1 1 1 1 I I I I{{ I I I I I I ( I "`-_-_ ____,," // ,�� // I 12 ��♦ I I I EXISTING TREES I I I I h / i ll i, - 100, J f/ \ \ 01, \ \ \ V DG rRU 1 Cl:w I CU I i I ( I i _. w 'y SEE NOTE 7 I I{/ I // 1/ i w w—w' w w w W" UGE w UGE w' PUGE UGE/,4— UGE UGE U 0 f I I li I I I I' I {/ j 1/ f x /♦ 7tA `` / f i/ `a\ I I I / l- �111 / / / / � l / / 1 / I l /fl\ it // 1 � I �/'A -' `'� ,,' / ,r /,f ��/ 3 J� //� // �%♦ ////// 1 \\ - / x 00, - / x x x x x z x x x x x x x x x ° x x x X - w w w —w i uGE = / i UGE - \\ UGE UGE 'UGE .01 1000, _ EXISTING TREES /� PROPOSED TREE SCREEN TO BE PROTECTED // t f5' SEE NOTES 1 THROUGH 4 SEE NOTE 7 0 EXISTING TREES x� / 110, TO BE PROTECTED --- / SEE NOTE 7 I 1/.00 / / / / / I / l / ' / / / , / / / _ice /'//•►_ ---T// // / /� I I // \—_ f.\ /'/ l-- 'TH OF � I U ANTH Y S. TOWN ~y Lic. No. 033977 07/14/17� w 0 z O 30 0 30 60 in NOTES: SCALE FEET 1. TREE SCREEN SHALL BE LEYLAND CYPRESS (X CUPPRESSOCYPARIS LEYLANDII). 2. THE PLANT MATERIALS SHALL CONSIST OF A DOUBLE STAGGERED ROW OF LEYLAND CYPRESS TREES PLANTED 15' ON CENTER IN oz Q Q Q Q Q EACH. ROW. 3. THE PLANTING ROW SHALL NOT BE LESS THAN 20' IN DEPTH. 4. All TREES SHALL BE PLANTED IN ACCORDANCE WITH VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE W SPECIFICATIONS. SEE DRAWING L2 FOR Z PLANTING DETAILS. 5 0 5. LANDSCAPING AND SCREENING FOR THIS IL Q PROJECT AREA SHALL BE MAINTAINED IN A Z H ,Q HEALTHY CONDITION BY THE CURRENT OWNER, AND REPLACED WHEN NECESSARY. a REPLACEMENT MATERIAL SHALL COMPLY WITH 0 w THIS LANDSCAPING PLAN. CA 0 0 ul 6. WOODED AREAS HAVE BEEN IDENTIFIED AS A Z co MIX OF EVERGREEN AND DECIDUOUS. Z 7. PROTECT TREES WITH THE USE OF APPROVED TREE PRESERVATION AND PROTECTION?✓ METHODS OUTLINED IN THE VA EROSION AND W SEDIMENT CONTROL HANDBOOK STD. & SPEC w Z 3.38. F- 8. THE LIMITS OF CLEARING SHALL BE LOCATED OUTSIDE THE DRIP LINE OF THE TREES TO ~ C) BE MAINTAINED, BUT NO CLOSER THAN 5' TO = ui 0 THE TRUNK OF ANY TREE. cn a 9. PARKING LOCATED ON DRAWING G4 TO BE SCREENED BY EXISTING TREE SCREEN NOTED ON SHEET G4. 10. TOTAL TREE CANOPY COVER FOR PROPERTY — 0 EQUALS 161.3 ACRES. CANOPY AREA TAKEN FROM COUNTY'S GIS Y2013 LAND COVER OVERLAY. TREE CANOPY COVERS 53.6% OF w Z THE SITE. NO CANOPY BONUS OR SITE cm DEDUCTIONS WERE INCLUDED IN CALCULATING CANOPY Q Q COVER. W Y > 11. PROPOSED SCREENING TREES, AT THE TIME i— w ui OF PLANTING, SHALL BE A MINIMUM HEIGHT Q V J OF 4 FEET. > LEGEND: w LEYLAND CYPRESS EXISTING TREE LINE 0 OJ - - - - - - - - - - - LIMITS OF DISTURBANCE 0 U Q Z t� Z >z z w J U N > C� mftf M F- Q H � m CD � _ cc = Z 9 v v a W (� m — vi g WZWZ5P Z N U Z Q W OC o t- c _z> 4 a La Zm Q c) M ZZLL Z0aZA Z W � o Y v W �Z4V) N j� o V< Q z U) Zti o I— �/� W f- 0 Cox z Nm Q S.: V� N UN I1 --i N as o CADD FILE: SHT-22_L1 _L DATE: JU LY 2017 SCALE: AS SHOWN DRAWING NO.�� 21 Ll of 23 Z O af W LL V) Q I W m LL W cif Li W fr x Cn c 0 0 0 o6 0 (ro N N 0 4-1 1_ Q- i L-5 AFTER SPREADING MULCH, HAND TAPER TO THE BASE OF THE TRUCK OR STEM (TYPICAL). --I •+� REMOVAL OF MOM MATERIALS FROM TRUNKS AND STEMS, AND METAL CAGES FROM ROOT BALLS SHALL CONFORM TO SECTION 605.03 (i) OF THE SPECIFICATIONS (WITHOUT TAPROOT) PLANTING BARE ROOT TREES. SPREAD THE ROOTS OVER THE SOIL. MU OF SOIL (WITH TAPROOT) IF THERE IS A TAP ROOT PRESENT, PLANT THE BARE ROOT TREE AS SHOWN. STAKING MAY BE REQUIRED. o© .. ® BETWEEN ® • .. DOWNWARD \`/` CULTIVATEDBE DEPTH.y.:MULCH NEW SLOPE--:� ;�'77011 GIEOTEXTILE FABRIC p-p/' 2" *357 AGGREGATE WHEN E OF BED REQUIRED 3" MULC FINISHED GRADE OF SLOPE v v � CULTIVATE 6" ���4 \♦���\!\�i`\i i`i�i?rG\�ii�ii?��1��y����<�������ti�iii\, ✓i6 iii,i���\\�\�O'�'\�\�`��\ DEPTHOMIT RING OF IL • 1 • • ORIGINAL SLOPE PLANTING SL 3 BED PLANTING L-5 • WHEN A PORTION OF A PLANT BED EXTENDS INTO AN AREA STEEPER THAN 4:1, CULTIVATION OF THAT PORTION SHALL BE OMITTED AND THE ENTIRE AREA BETWEEN PLANTS SHALL BE MULCHED TO BLEND IN WITH THE CULTIVATED BED. • PLANTING BEDS (CULTIVATED AND NON -CULTIVATED) SHALL BE CUT TO A MAXIMUM 4" IN HEIGHT BY MOWING, AND SHALL AFTERWARDS BE TREATED WITH HERBICIDE AS APPROVED AND DIRECTED BY THE ENGINEER AT LEAST 2 WEEKS PRIOR TO CULTIVATION, PLANTING, OR MULCHING. • WHEN BARE ROOT PLANTS ARE USED IN BEDS, SHRUB AND ROOT PLACEMENT SHALL CONFORM TO DETAIL. e . • SFM FOLLOWING BED DESIGNATION STANDS FOR SQUARE FEET OF MULCH AT THE INDICATED QUANTITY. a SLOPE PLANTING L-5 • WHEN BARE ROOT PLANTS ARE USED ON SLOPE, SHRUB AND ROOT PLACEMENT SHALL CONFORM TO DETAIL . 5 • ON SLOPES STEEPER THAN 3:1.THE FRONT CENTER OF THE PIT SHALL BE MODIFIED WHEN REQUIRED* TO INCLUDE A "V" CUT THE FULL DEPTH OF THE PIT. THE PIT SHALL BE DUG 2" DEEPER THAN SHOWN ON THE SUMMARY SWEET AND BACKFILLED WITH 2" OF #357 AGGREGATE, DAYLIGHTED TO THE SLOPE FACE, AND COVERED WITH GEOTEXTILE FABRIC PRIOR TO BACKFILLMG WITH SOIL MIXTURE. SEE NOTE FOR PIT DRAINAGE MODIFICATION FOR SLOPE PLANTING SHEET 1201.06. GENERAL NOTES: 1. SEE LANDSCAPE SUMMARY SHEET FOR PIT SIZES. 3. THIS RULE SHALL GOVERN WITH THE FOLLOWING EXCEPTIONS: 2. ROOT BALL SHALL BE POSITIONED LEVEL WITH FINISHED GRADE. SOIL MIXTURE SHALL TAPER A. SLOPE PLANTINGS - SEE SLOPE PLANTING DETAILS. ONTO BUT NOT OVER TOP OF THE ROOT_ BALL. MULCH SHALL EXTEND AT THE PROPER DEPTH @: INUUNON OF PIT DRAWAG€ SYSTEM = POSITION TOP 6€ RNT @ALL OVER THE ENTIRE ROOT BALL AND PLANTING PIT, AND SMALL BE BAND TAPERED TO THE BASE THE SAME AS FINISHED GRADE. OF ALL TRUNKS AND STEMS AFTER SPREADING. C. TREE GRATE PLANTING - SEE TREE GRATE PLANTING DETAILS IN PLANS. ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 1201.04 PLANTING DETAILS VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE STAKING, GUYING MIN. ATTACH ABOVE THE FIRST BRANCH n n II I STAKES WILL BE DRIVEN OUTSIDE RGRGARDEN HOSE II II THE BALL OR ROOT AREA CbCOLO DRIVE STAKE AT It 11 14 GAUGE ANGLE AND DRAW It 11 VERTICAL --_� 11 GALVANIZED WIRE 1 1 I I LONG STAKE DEPTH OF STAKES SHALL BE 2'-0" !• DEPTH OF STAKES SHALL BE 2'-0" (TYPICAL) RING OF SOIL = `^.*° " WIRE BAIL �x'x �~ 2" X 2" X 6'-0" LONG STAKE 605 203 L5 DOUBLE STAKING & seTRIPLE -GUYING STAKE PLACEMENT DECIDUOUS TREES 2" IN CALIPER OR GREATER DECIDUOUS TREES LESS THAN 2" IN CALIPER EVERGREEN TREES 4 FEET IN HEIGHT OR GREATER EVERGREEN TREES LESS THAN 4 FEET IN HEIGHT SHRUBS 4 FEET OR MORE IN HEIGHT. GENERAL NOTES 1. ALL DECIDUOUS TREES OVER 4 FT. IN HEIGHT AND ALL THE WIRE TES SHALL BE 14 GAUGE GALVM 1ZED WIRE, EVERGREEN TREES OVER 4 FT. IN HEIGHT OR TALLER AND BE PROVIDED WITH A ONE FOOT PIECE OF GREEN SHALL BE STAKED AND GUYED WITH 3 STAKES AS SHOWN. RUBBER D TO PREVENT INJURY�THE �TO F R€ �ji THE TWE 2. MULTIPLE STEMMED DECIDUOUS TREES 4 FT. IN HEIGHT (THE WIRES SHOULD NOT BE PULLED TIGHT) FOR BEST SHALL BE STAKED WITH 3 STAKES IN SUCH A MANNER ESTABLISHMENT. OTHER ANCHORING METHODS AND AS TO STABILIZE 3 MAINSTEMS. MATERIALS MAY BE APPROVED FOR USE BY THE ENGINEER. 3. THE WOOD STAKES SHALL BE 2"X2"X6'-O" LONG DRESSED HARDWOOD AND DECAY RESISTANT. 605 244 PLANTING DETAILS VIRGINIA DEPARTMENT OF TRANSPORTATION L-5 IEIE REMOVAL OF BINDING MATERIALS FROM TRUNKS AND STEMS, AND METAL CAGES FROM ROOT BALLS SHALL CONFORM TQ THE CURRENT ROAD & BRIDGE SPECS. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 1201.05 NOTE: PROPOSED SCREENING TREES, AT THE TIME OF PLANTING, SHALL BE A MINIMUM HEIGHT OF 4 FEET. ec;��,TH OF Il t U ANTH Y S. TOWN y Uc. No. 033977 k07/14/17 ��r �IONAL � W Q 0 77 L.LJ L.1._ ci z J G Z a V 0 Z it w J W F- H- F-- F- F- 0 F- LLJ w o U Lu ♦�♦� V+ Q0 Q J � O♦A W V+ LL w� z O N Z 0) W W> cl) m -i a(.)-j � U) Lu J 00C 0 V+ G cc L0 aMw3r Q Z L a F- W `/ J — cc U N ul) a 04 CO m 0_ F-- (n �/� H _ �� Q m V/ Ii U o> = ZW o a a W Q N W Z Z wa U ZW p ¢ 'n z -- 0 o > Q m CC ZLa Z�mZ Z W r Z 0M 0z � o X WN_j U Z a c'? �C>>� o aU'�� Z� 00 o I- < W F— 0 0 3!.: � Nm Cl)ciN a) d -i N w a cn in CADD FILE: SHT-23_L2_LA DATE: JU LY 2017 SCALE: AS SHOWN DRAWING N0. (� L2of 23